Items - CERTAIN REPAIR/REPLACEMENT BARBED WIRE FENCING, GATE, SECURITY WALL, STORM WATER, DRAIN, FOOT PATH, HARD STANDING AND CLANING OF SEWAGE LINE, MANHOLE, SEPTIC TANK, SOAKAGE WELL ETC AT NTS GURGAON
Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
BoQ_Ver3.1 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
Tender Inviting Authority: GE AF GURGAON | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Name of Work : CERTAIN REPAIR/REPLACEMENT BARBED WIRE FENCING, GATE, SECURITY WALL, STORM WATER, DRAIN, FOOT PATH, HARD STANDING AND CLANING OF SEWAGE LINE, MANHOLE, SEPTIC TANK, SOAKAGE WELL ETC AT NTS GURGAON | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Contract No: CA NO : GE/GUR-/NIT-52/2025-26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Name of the Bidder/ Bidding Firm / Company : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevant columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate in Rs. P | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | BASIC RATE In Figures To be entered by the Bidder Rs. P | Excise Duty | VAT | Freight Charges ( Unloading & Stacking) | Any Other Taxes/Duties/Levies | Other Taxes 2 | IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax | Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category | TOTAL AMOUNT INCLUDING TAXES in Rs. P | TOTAL AMOUNT | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
1 | 2 | 3 | 3 | 4 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 5 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 6 | 6 | 7 |
1.00 | Demolition/Dismantling of Brickwork or stone/ boulder masonry, built in cement mortar incl all quoins, arches, pillars, etc,complete all as specified and directed by Engr-in-Charge . | 64.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1 | Demolition/Dismantling of Brickwork or stone/ boulder masonry, built in cement mortar incl all quoins, arches, pillars, etc,complete all as specified and directed by Engr-in-Charge . | 64 | Cum | ||||||||||||||||||||||||||||||||||||||||
2.00 | M&L for Brickwork with subclass 'B' bricks (old size bricks), straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as directed by Engr-in-Charge. | 60.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2 | M&L for Brickwork with subclass 'B' bricks (old size bricks), straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as directed by Engr-in-Charge. | 60 | Cum | ||||||||||||||||||||||||||||||||||||||||
3.00 | -ditto- all as per above here in but except bricks. | 4.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | -ditto- all as per above here in but except bricks. | 4 | Cum | ||||||||||||||||||||||||||||||||||||||||
4.00 | M&L for brick work with sub class ‘B’ bricks (old size brick) straight or curved on plan to any radius in half bricks thick walls, built in CM 1:4 complete all as directed by Engr-in-Charge. | 20.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 4 | M&L for brick work with sub class ‘B’ bricks (old size brick) straight or curved on plan to any radius in half bricks thick walls, built in CM 1:4 complete all as directed by Engr-in-Charge. | 20 | Sqm | ||||||||||||||||||||||||||||||||||||||||
5.00 | Taking down cement plaster of any description on concrete surfaces such as soffit of RCC slab, chajjas and brick walls, Ceiing etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engr-in-Charge | 1200.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 5 | Taking down cement plaster of any description on concrete surfaces such as soffit of RCC slab, chajjas and brick walls, Ceiing etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engr-in-Charge | 1200 | Sqm | ||||||||||||||||||||||||||||||||||||||||
6.00 | M&L, Rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cement) incl WPC as per user manual complete all as specified and directed by Engr-in-Charge. (WPC will be measured and paid separately). | 1040.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 6 | M&L, Rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cement) incl WPC as per user manual complete all as specified and directed by Engr-in-Charge. (WPC will be measured and paid separately). | 1040 | Sqm | ||||||||||||||||||||||||||||||||||||||||
7.00 | Supply only liquid WPC | 38.60 | Ltr | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 7 | Supply only liquid WPC | 38.6048 | Ltr | ||||||||||||||||||||||||||||||||||||||||
8.00 | M&L Rough Cast Plaster on Brick Walls consisting Under Coat of Cement and Sand Mortar 1:3 not less than 10mm thick and while it is still in Plastic state the Rough Cast Mixture consisting of Crushed Stone or Fine Gravel mixed of size 6mm with Coarse Sand and Cement in the ratio 1:1:1 shall be applied and finish Even, complete all as specified and as directed by Engr-in-Charge. | 800.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 8 | M&L Rough Cast Plaster on Brick Walls consisting Under Coat of Cement and Sand Mortar 1:3 not less than 10mm thick and while it is still in Plastic state the Rough Cast Mixture consisting of Crushed Stone or Fine Gravel mixed of size 6mm with Coarse Sand and Cement in the ratio 1:1:1 shall be applied and finish Even, complete all as specified and as directed by Engr-in-Charge. | 800 | Sqm | ||||||||||||||||||||||||||||||||||||||||
9.00 | M&L preparing newly Rough Cast plastered surfaces of Walls and applying Two Coats of acrylic Weather Coat Exterior Paint with approved Tint over a coat of Primer (as per Manufacturer's instructions), complete all as specified and as directed by Engr-in-Charge. | 800.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 9 | M&L preparing newly Rough Cast plastered surfaces of Walls and applying Two Coats of acrylic Weather Coat Exterior Paint with approved Tint over a coat of Primer (as per Manufacturer's instructions), complete all as specified and as directed by Engr-in-Charge. | 800 | Sqm | ||||||||||||||||||||||||||||||||||||||||
10.00 | M&L for preparation of new plaster surface & apply two coats of cement based paint over a coat alkali primer resistance and all as directed by Engr-in-Charge. | 1040.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 10 | M&L for preparation of new plaster surface & apply two coats of cement based paint over a coat alkali primer resistance and all as directed by Engr-in-Charge. | 1040 | Sqm | ||||||||||||||||||||||||||||||||||||||||
11.00 | M&L for preparation of new plaster surface or complete removal of existing treatent & apply two coats of Two Coats of acrylic Weather Coat Exterior Paint in (any other colour comination) with approved Tint over a coat of Primer (as per Manufacturer's instructions), complete all as specified and as directed by Engr-in-Charge. | 600.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 11 | M&L for preparation of new plaster surface or complete removal of existing treatent & apply two coats of Two Coats of acrylic Weather Coat Exterior Paint in (any other colour comination) with approved Tint over a coat of Primer (as per Manufacturer's instructions), complete all as specified and as directed by Engr-in-Charge. | 600 | Sqm | ||||||||||||||||||||||||||||||||||||||||
12.00 | M&L for preparation of new cement concerte surface of any description not otherwise described over 10 cm girth or width and applying two coats of synthetic enamel paint on concerete surface in colour / pattern over a coat of primer complete all as directed by Engr-in-Charge and specified. | 300.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 12 | M&L for preparation of new cement concerte surface of any description not otherwise described over 10 cm girth or width and applying two coats of synthetic enamel paint on concerete surface in colour / pattern over a coat of primer complete all as directed by Engr-in-Charge and specified. | 300 | Sqm | ||||||||||||||||||||||||||||||||||||||||
13.00 | M & L for preparation of old surfaces and apply one coats of cement based paint etc complete all as specified and directed by Engr-in-Charge . | 4000.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 13 | M & L for preparation of old surfaces and apply one coats of cement based paint etc complete all as specified and directed by Engr-in-Charge . | 4000 | Sqm | ||||||||||||||||||||||||||||||||||||||||
14.00 | M & L for preparation of old surfaces and apply one coats of Acrylic smooth exterior emulsion paint etc complete all as specified and directed by Engr-in-Charge . | 2000.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 14 | M & L for preparation of old surfaces and apply one coats of Acrylic smooth exterior emulsion paint etc complete all as specified and directed by Engr-in-Charge . | 2000 | Sqm | ||||||||||||||||||||||||||||||||||||||||
15.00 | M & L for one coat of synthetic enamel paint on steel surface including preparation of old steel surface width or girth exc 10cm all as specified and directed by Engr-in-Charge. | 250.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 15 | M & L for one coat of synthetic enamel paint on steel surface including preparation of old steel surface width or girth exc 10cm all as specified and directed by Engr-in-Charge. | 250 | Sqm | ||||||||||||||||||||||||||||||||||||||||
16.00 | M & L for one coat of synthetic enamel paint on concrete surface including preparation of old concerete surface width or girth exc 10cm all as specified and directed by Engr-in-Charge. | 600.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 16 | M & L for one coat of synthetic enamel paint on concrete surface including preparation of old concerete surface width or girth exc 10cm all as specified and directed by Engr-in-Charge. | 600 | Sqm | ||||||||||||||||||||||||||||||||||||||||
17.00 | Demolition of PCC (un reinforced ) as in plinth protection , flooring, plinth protection ,complete all as specified and directed by Engr-in-Charge . | 79.25 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 17 | Demolition of PCC (un reinforced ) as in plinth protection , flooring, plinth protection ,complete all as specified and directed by Engr-in-Charge . | 79.25 | Cum | ||||||||||||||||||||||||||||||||||||||||
18.00 | M & L for 75mm thick PCC 1:4:8 type D-2 (using 40 mm agg. ) in sub base of flooring incl demolition complete all as spd and directed by Engr-in-Charge. | 550.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 18 | M & L for 75mm thick PCC 1:4:8 type D-2 (using 40 mm agg. ) in sub base of flooring incl demolition complete all as spd and directed by Engr-in-Charge. | 550 | Sqm | ||||||||||||||||||||||||||||||||||||||||
19.00 | M&L for Kerb Stone as precast PCC type B-0,1:2:4 (12.5mm graded aggregate) as in kerbs stone or mud stops rounded or chamfered on edge, cills , copings etc i complete all as specified and directed by Engr-in-Charge.. | 15.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 19 | M&L for Kerb Stone as precast PCC type B-0,1:2:4 (12.5mm graded aggregate) as in kerbs stone or mud stops rounded or chamfered on edge, cills , copings etc i complete all as specified and directed by Engr-in-Charge.. | 15 | Cum | ||||||||||||||||||||||||||||||||||||||||
20.00 | M&L for refixing of Kerb stone of pre-cast concrete solid block or slab incl taking out blocks from any position laid dry on end vertically as in road edging, jointed in cement mortar (1:6) and struck flush complete including necessary excavation, earthwork removal of spoil and temping around complete all as specified and as directed by Engr-in-Charge... | 3.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 20 | M&L for refixing of Kerb stone of pre-cast concrete solid block or slab incl taking out blocks from any position laid dry on end vertically as in road edging, jointed in cement mortar (1:6) and struck flush complete including necessary excavation, earthwork removal of spoil and temping around complete all as specified and as directed by Engr-in-Charge... | 3 | Cum | ||||||||||||||||||||||||||||||||||||||||
21.00 | M & L for PCC 1:2:4 Type B-1 (using 20mm graded stone aggregate) as in flooring, coping, incl finishing the cement concrete surface even and smooth with using extra cement , rubbish off the primises incl necessary formwork where reqd complete all as spd & directed by Engr-in-Charge. | 10.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 21 | M & L for PCC 1:2:4 Type B-1 (using 20mm graded stone aggregate) as in flooring, coping, incl finishing the cement concrete surface even and smooth with using extra cement , rubbish off the primises incl necessary formwork where reqd complete all as spd & directed by Engr-in-Charge. | 10 | Cum | ||||||||||||||||||||||||||||||||||||||||
22.00 | M&L for 40 mm thick PCC type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) as in laying of floor finishes complete all as spd and directed by Engr-in-Charge. | 482.50 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 22 | M&L for 40 mm thick PCC type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) as in laying of floor finishes complete all as spd and directed by Engr-in-Charge. | 482.5 | Sqm | ||||||||||||||||||||||||||||||||||||||||
23.00 | Dismantling floor hearth, floor tiles, brick tiles, stone, slabs or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the permises complete all as specified and as directed | 165.50 | Ten Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 23 | Dismantling floor hearth, floor tiles, brick tiles, stone, slabs or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the permises complete all as specified and as directed | 165.5 | Ten Sqm | ||||||||||||||||||||||||||||||||||||||||
24.00 | M&L for Granite 18-20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms, wash basin platform and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite incl moulding ,rounding of edgeing and complete all as spd and directed by Engr-in-Charge. | 65.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 24 | M&L for Granite 18-20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms, wash basin platform and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite incl moulding ,rounding of edgeing and complete all as spd and directed by Engr-in-Charge. | 65 | Sqm | ||||||||||||||||||||||||||||||||||||||||
25.00 | M & L for chequered tiles of size 300 x 300 x 25 mm thick (colour and glazed approved by EIC) with grey cement and pigments laid over 15 mm thick screed bed in CM 1:6 bedded and jointed in neat cement slurry, complete all as specified and directed by Engr-in-Charge. | 450.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 25 | M & L for chequered tiles of size 300 x 300 x 25 mm thick (colour and glazed approved by EIC) with grey cement and pigments laid over 15 mm thick screed bed in CM 1:6 bedded and jointed in neat cement slurry, complete all as specified and directed by Engr-in-Charge. | 450 | Sqm | ||||||||||||||||||||||||||||||||||||||||
26.00 | M&L for machine pressed precast concrete interlocking paver block of 60mm thickness any shape and size confirming to IS 15658 -2006, with grey cement, pigment incl 50mm thick sand filling complete all as specified and directed by Engr-in-Charge. | 550.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 26 | M&L for machine pressed precast concrete interlocking paver block of 60mm thickness any shape and size confirming to IS 15658 -2006, with grey cement, pigment incl 50mm thick sand filling complete all as specified and directed by Engr-in-Charge. | 550 | Sqm | ||||||||||||||||||||||||||||||||||||||||
27.00 | All as per srl item 24 above but except paver block shall be reused after necessary cleaning , removing vegetation and making good complete all as spd & directed by Engr-in-Charge | 550.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 27 | All as per srl item 24 above but except paver block shall be reused after necessary cleaning , removing vegetation and making good complete all as spd & directed by Engr-in-Charge | 550 | Sqm | ||||||||||||||||||||||||||||||||||||||||
28.00 | M&L for machine pressed precast concrete interlocking paver block of 80mm thickness any shape and size confirming to IS 15658 -2006, with grey cement, pigment incl 50mm thick sand filling complete all as specified and directed by Engr-in-Charge. | 40.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 28 | M&L for machine pressed precast concrete interlocking paver block of 80mm thickness any shape and size confirming to IS 15658 -2006, with grey cement, pigment incl 50mm thick sand filling complete all as specified and directed by Engr-in-Charge. | 40 | Sqm | ||||||||||||||||||||||||||||||||||||||||
29.00 | M&L for sand filling as in cushioning of interlocking tiles complete all as specified and directed by Engr-in-Charge. | 57.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 29 | M&L for sand filling as in cushioning of interlocking tiles complete all as specified and directed by Engr-in-Charge. | 57 | Cum | ||||||||||||||||||||||||||||||||||||||||
30.00 | S&F for 4mm thick acrylic sheet board of High quality with Media printing of 3m of best quality (size/frame of board , design of bd , type of print on sheet , size of studd , samples of letter, pictures, writing will be provided by accepting officer or Engr-in-Charge) and fixed at any height from GL to 29 Mtr height incl stainless steel studds (min 4 studs at each board / sheet ) complete all as specified and directed by Engr-in-Charge incl dismantling of existing damaged sheets. Note : Minimum weight of Acrylic Sheet not less than 4.70kg per sqm (Acrylic sheet make A Cast / Astari / Marka Cipta and stainless steel of grade A-ISI 304(1818). (Note : Minimum 04 Nos Stainless steel studs to be used in fixing each sheet and rates to be included in quoted rates.) | 15.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 30 | S&F for 4mm thick acrylic sheet board of High quality with Media printing of 3m of best quality (size/frame of board , design of bd , type of print on sheet , size of studd , samples of letter, pictures, writing will be provided by accepting officer or Engr-in-Charge) and fixed at any height from GL to 29 Mtr height incl stainless steel studds (min 4 studs at each board / sheet ) complete all as specified and directed by Engr-in-Charge incl dismantling of existing damaged sheets. Note : Minimum weight of Acrylic Sheet not less than 4.70kg per sqm (Acrylic sheet make A Cast / Astari / Marka Cipta and stainless steel of grade A-ISI 304(1818). (Note : Minimum 04 Nos Stainless steel studs to be used in fixing each sheet and rates to be included in quoted rates.) | 15 | Sqm | ||||||||||||||||||||||||||||||||||||||||
31.00 | Dismantling barbed wire fencing,wire mesh , concertina coils any type etc complete. | 250.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 31 | Dismantling barbed wire fencing,wire mesh , concertina coils any type etc complete. | 250 | Sqm | ||||||||||||||||||||||||||||||||||||||||
32.00 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as spd and dircted. | 150.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 32 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as spd and dircted. | 150 | RM | ||||||||||||||||||||||||||||||||||||||||
33.00 | M & L Cutting holes in brick walls/ stone wall ex half brick but not exc full brick in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as requiredcomplete all as specified and directed by Engr-in-Charge. | 200.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 33 | M & L Cutting holes in brick walls/ stone wall ex half brick but not exc full brick in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as requiredcomplete all as specified and directed by Engr-in-Charge. | 200 | Each | ||||||||||||||||||||||||||||||||||||||||
34.00 | M& L for Framed work as in fencing pole, doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete (Fe 410-W (Gde-E-250) quality A) at any position complete all as specified and directed by Engr-in-Charge. | 3000.00 | Kg | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 34 | M& L for Framed work as in fencing pole, doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete (Fe 410-W (Gde-E-250) quality A) at any position complete all as specified and directed by Engr-in-Charge. | 3000 | Kg | ||||||||||||||||||||||||||||||||||||||||
35.00 | S&F in repair galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, incl securing or tying at crossing with and provn of galvanised mild steel wire, staples or steel pins, complete all as specified and directed by Engr-in-Charge. | 26.00 | 100RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 35 | S&F in repair galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, incl securing or tying at crossing with and provn of galvanised mild steel wire, staples or steel pins, complete all as specified and directed by Engr-in-Charge. | 26 | 100RM | ||||||||||||||||||||||||||||||||||||||||
36.00 | Fixing only old barbed wire (old wire shall be obtained fro ser item No 34 here-in-before) | 2.00 | 100RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 36 | Fixing only old barbed wire (old wire shall be obtained fro ser item No 34 here-in-before) | 2 | 100RM | ||||||||||||||||||||||||||||||||||||||||
37.00 | Restraining, repairs resecuring a making good staples etc only to old barbed wire complete all as spd and directed | 2.00 | 100RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 37 | Restraining, repairs resecuring a making good staples etc only to old barbed wire complete all as spd and directed | 2 | 100RM | ||||||||||||||||||||||||||||||||||||||||
38.00 | S&F in repair circular concertina coil punched tape (incl spikes and handle) with 50 turns and loop dia 500mm, width of barbed 9mm dia and spacing clips 23.5mm to 24.5mm c/c and weight of coil not less than 10 to 14 kg without packing, coil length will be 6meter when opened up etc, fixing at any position/at any height, binding with angle iron ground pickets and binding of coils with clips and binding wire as per manufactures's instruction & sample as approved by GE /EIC complete all as specified and directed by Engr-in-Charge. | 350.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 38 | S&F in repair circular concertina coil punched tape (incl spikes and handle) with 50 turns and loop dia 500mm, width of barbed 9mm dia and spacing clips 23.5mm to 24.5mm c/c and weight of coil not less than 10 to 14 kg without packing, coil length will be 6meter when opened up etc, fixing at any position/at any height, binding with angle iron ground pickets and binding of coils with clips and binding wire as per manufactures's instruction & sample as approved by GE /EIC complete all as specified and directed by Engr-in-Charge. | 350 | RM | ||||||||||||||||||||||||||||||||||||||||
39.00 | Supply and fixing only chain link MS galvanaised fencing 4.0 mm dia and 75x75mm MS size including line wires, any mess, size and type to any type of standards, rails, straining bolts,etc including provision of binding wire complete all as specified and directed. | 75.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 39 | Supply and fixing only chain link MS galvanaised fencing 4.0 mm dia and 75x75mm MS size including line wires, any mess, size and type to any type of standards, rails, straining bolts,etc including provision of binding wire complete all as specified and directed. | 75 | Sqm | ||||||||||||||||||||||||||||||||||||||||
40.00 | M&L for preparation of new steel or iron surfaces of any description not otherwise described over 10 cm girth or width and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as directed by Engr-in-Charge and specified. | 216.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 40 | M&L for preparation of new steel or iron surfaces of any description not otherwise described over 10 cm girth or width and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as directed by Engr-in-Charge and specified. | 216 | Sqm | ||||||||||||||||||||||||||||||||||||||||
41.00 | Cleaning/pumping of septic tank and taking out mud sludges from septic tank/chamber any size of 300 to 500 users by a close container vehicle to remove a distance out side periphery of defence land complete all as specified and directed by Engr-in-Charge. | 2.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 41 | Cleaning/pumping of septic tank and taking out mud sludges from septic tank/chamber any size of 300 to 500 users by a close container vehicle to remove a distance out side periphery of defence land complete all as specified and directed by Engr-in-Charge. | 2 | Each | ||||||||||||||||||||||||||||||||||||||||
42.00 | M&L for Removing Complaint of Blockage (viz Blockage in Bath, Kitchen, WC & Drainage in Traps/Line from Trap to 1st Manhole, Blockage in Sewage Line from 1st Manhole to Septic Tank, Cleaning of Manhole) by deploying Trades Men as per Stipulated Time Frame from 9.00 AM to 5.00 PM and maintaining proper Records of COMPLETED and PENDING Complaints including updating status of Complaints through SMS/Manually for AFSSR, complete all as specified and as directed. NOTE : FOR ITEM No. 41 (a) If the Complaint is not attended/removed within a Day the Recovery will be levied on the Contractor for non-complelion of the Complaint at the Rate of Recovery included in Tender Document here-in-after. (b) It is mandatory on the Part of Contractor to deploy minimum ONE No. of Safaiwala/Mazdoor with requisite T&P throughout the Entire Contract Period. However required manpower and T & P, if required more to meet the requirement as mentioned in Item No. 41 is also to be arranged by the Contractor at his own Arrangements and Cost. Quoted Rates shall be deemed to include this factor and nothing Extra will be admissible on this account other than Quoted Rates for Item No. 41. In case of any dispute on this factor, the decision of Accepting Officer shall be final, conclusive and binding. | 300.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 42 | M&L for Removing Complaint of Blockage (viz Blockage in Bath, Kitchen, WC & Drainage in Traps/Line from Trap to 1st Manhole, Blockage in Sewage Line from 1st Manhole to Septic Tank, Cleaning of Manhole) by deploying Trades Men as per Stipulated Time Frame from 9.00 AM to 5.00 PM and maintaining proper Records of COMPLETED and PENDING Complaints including updating status of Complaints through SMS/Manually for AFSSR, complete all as specified and as directed. NOTE : FOR ITEM No. 41 (a) If the Complaint is not attended/removed within a Day the Recovery will be levied on the Contractor for non-complelion of the Complaint at the Rate of Recovery included in Tender Document here-in-after. (b) It is mandatory on the Part of Contractor to deploy minimum ONE No. of Safaiwala/Mazdoor with requisite T&P throughout the Entire Contract Period. However required manpower and T & P, if required more to meet the requirement as mentioned in Item No. 41 is also to be arranged by the Contractor at his own Arrangements and Cost. Quoted Rates shall be deemed to include this factor and nothing Extra will be admissible on this account other than Quoted Rates for Item No. 41. In case of any dispute on this factor, the decision of Accepting Officer shall be final, conclusive and binding. | 300 | Each | ||||||||||||||||||||||||||||||||||||||||
43.00 | Cleaning of the under ground sewer line of any depth and size up to 300mm dia, pumping out of sewage water / sludge by manually / mechanical machine and making the strech clean and functional and removal/diposition sludge complete all as directed by Engr-in-Charge by Engineer in charge. (The Mechancial sewage cleaning machine will be brought on the site before commencement of work. The recovery on account of non usage of mechanical sewage machine Rs. 1000/- will be recoverd per day) | 350.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 43 | Cleaning of the under ground sewer line of any depth and size up to 300mm dia, pumping out of sewage water / sludge by manually / mechanical machine and making the strech clean and functional and removal/diposition sludge complete all as directed by Engr-in-Charge by Engineer in charge. (The Mechancial sewage cleaning machine will be brought on the site before commencement of work. The recovery on account of non usage of mechanical sewage machine Rs. 1000/- will be recoverd per day) | 350 | RM | ||||||||||||||||||||||||||||||||||||||||
44.00 | Excavation in trenches not exc 1.5 m wide and n exc 1.5 mtr in depth for foundation etc shaft, cesspits, manholes etc not exc. 10 sqm on plan and getting out hard /soft/loose soil even in foul position as directed by Engr-in-Charge by the Engineer-in-charge, complete all as specified & directed by Engr-in-Charge. | 72.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 44 | Excavation in trenches not exc 1.5 m wide and n exc 1.5 mtr in depth for foundation etc shaft, cesspits, manholes etc not exc. 10 sqm on plan and getting out hard /soft/loose soil even in foul position as directed by Engr-in-Charge by the Engineer-in-charge, complete all as specified & directed by Engr-in-Charge. | 72 | Cum | ||||||||||||||||||||||||||||||||||||||||
45.00 | Returning, filling in, trenches the soil in layers not exc 25 cm thick, watering and well ramming complete all as specified and directed by Engr-in-Charge. | 58.50 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 45 | Returning, filling in, trenches the soil in layers not exc 25 cm thick, watering and well ramming complete all as specified and directed by Engr-in-Charge. | 58.5 | Cum | ||||||||||||||||||||||||||||||||||||||||
46.00 | Removal of surplus soil to a distance not excceding 150 mtr away & depositing where directed by Engr-in-Charge at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engr-in-Charge. | 13.50 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 46 | Removal of surplus soil to a distance not excceding 150 mtr away & depositing where directed by Engr-in-Charge at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engr-in-Charge. | 13.5 | Cum | ||||||||||||||||||||||||||||||||||||||||
47.00 | M&L for reinforced cement concrete drain pipes of 150 mm dia bore class NP-2, laid and jointed complete with collars etc complete all as specified and as directed. | 150.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 47 | M&L for reinforced cement concrete drain pipes of 150 mm dia bore class NP-2, laid and jointed complete with collars etc complete all as specified and as directed. | 150 | RM | ||||||||||||||||||||||||||||||||||||||||
48.00 | Ditto all as in item No 46 above but internal dia of pipe 250 mm. | 30.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 48 | Ditto all as in item No 46 above but internal dia of pipe 250 mm. | 30 | RM | ||||||||||||||||||||||||||||||||||||||||
49.00 | M&L for concrete bed to drain pipes 150 mm bore including packing under and hunching against the sides of pipe, after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregagte) etc complete all as specified and as directed | 150.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 49 | M&L for concrete bed to drain pipes 150 mm bore including packing under and hunching against the sides of pipe, after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregagte) etc complete all as specified and as directed | 150 | RM | ||||||||||||||||||||||||||||||||||||||||
50.00 | Ditto all as in item No. 48 above but 250 mm dia pipe. | 30.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 50 | Ditto all as in item No. 48 above but 250 mm dia pipe. | 30 | RM | ||||||||||||||||||||||||||||||||||||||||
51.00 | Cleaning/de-silting of manhole by taking out sludge in semi solid/liquid state from inside of manhole of depth n exc 1.5m and making the sewer systen serviceable and removing the sludge/foul material by a close container vehicle to remove a distance out side periphery of defence land complete all as specified & directed by Engr-in-Charge. | 30.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 51 | Cleaning/de-silting of manhole by taking out sludge in semi solid/liquid state from inside of manhole of depth n exc 1.5m and making the sewer systen serviceable and removing the sludge/foul material by a close container vehicle to remove a distance out side periphery of defence land complete all as specified & directed by Engr-in-Charge. | 30 | Each | ||||||||||||||||||||||||||||||||||||||||
52.00 | All as per item no._49_ here-in-before but depth of manhole exc 1.5 metre and not exc 3.00 metre. | 20.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 52 | All as per item no._49_ here-in-before but depth of manhole exc 1.5 metre and not exc 3.00 metre. | 20 | Each | ||||||||||||||||||||||||||||||||||||||||
53.00 | M&L for Cement concrete 1:3:6 type B-2 (using 20mm graded stone aggregate) as in surface channels, manhole and drain complete all as specified. | 10.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 53 | M&L for Cement concrete 1:3:6 type B-2 (using 20mm graded stone aggregate) as in surface channels, manhole and drain complete all as specified. | 10 | Cum | ||||||||||||||||||||||||||||||||||||||||
54.00 | Extra for forming fair finished drain or channel under 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc. | 200.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 54 | Extra for forming fair finished drain or channel under 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc. | 200 | RM | ||||||||||||||||||||||||||||||||||||||||
55.00 | Getting out soft/loose soil from existing Drain of any size complete all as specified and directed. | 350.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 55 | Getting out soft/loose soil from existing Drain of any size complete all as specified and directed. | 350 | RM | ||||||||||||||||||||||||||||||||||||||||
56.00 | M&L for pre cast reinforced cement concrete 1:2:4 type B1 with using 20 mm graded stone aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and as directed by Engr-in-Charge. | 10.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 56 | M&L for pre cast reinforced cement concrete 1:2:4 type B1 with using 20 mm graded stone aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and as directed by Engr-in-Charge. | 10 | Cum | ||||||||||||||||||||||||||||||||||||||||
57.00 | M&L for Mild steel bars 6 to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | 500.00 | Kg | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 57 | M&L for Mild steel bars 6 to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | 500 | Kg | ||||||||||||||||||||||||||||||||||||||||
58.00 | S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 | 600.00 | Kg | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 58 | S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 | 600 | Kg | ||||||||||||||||||||||||||||||||||||||||
59.00 | S&F 110mm bore PVC(SWR) pipes single socketed in any length pressure rating 4Kg/Sq cm medium Grade fixed to walls in any position or laid in floor/earth with dash true nut and bolt at every 2mtr length including) including all fittings and incl taking down old / unsv PVC pipes incl bengs & sockets complete all as specified and directed by Engineer-in-charge. | 200.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 59 | S&F 110mm bore PVC(SWR) pipes single socketed in any length pressure rating 4Kg/Sq cm medium Grade fixed to walls in any position or laid in floor/earth with dash true nut and bolt at every 2mtr length including) including all fittings and incl taking down old / unsv PVC pipes incl bengs & sockets complete all as specified and directed by Engineer-in-charge. | 200 | RM | ||||||||||||||||||||||||||||||||||||||||
60.00 | S&F S&F 110mm bore PVC (SWR) bends any radius With or without access door complete all as specified and directed by Engr-in-charge. | 30.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 60 | S&F S&F 110mm bore PVC (SWR) bends any radius With or without access door complete all as specified and directed by Engr-in-charge. | 30 | Each | ||||||||||||||||||||||||||||||||||||||||
61.00 | Supply & fix precast PCC square pole in of M-15 Grade of size 150 mm x 150 mm at bottom & 100 mm x 100 mm at top of 2.25 m height with square base of size 45cm x45cm x15cm and at top pentagonal shaped PCC jali cover all around on square base of size 200 mm x 200 mm x 7.5 mm made as per shape complete all as specified and directed. | 20.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 61 | Supply & fix precast PCC square pole in of M-15 Grade of size 150 mm x 150 mm at bottom & 100 mm x 100 mm at top of 2.25 m height with square base of size 45cm x45cm x15cm and at top pentagonal shaped PCC jali cover all around on square base of size 200 mm x 200 mm x 7.5 mm made as per shape complete all as specified and directed. | 20 | Each | ||||||||||||||||||||||||||||||||||||||||
62.00 | Designing providing and fixing 3mm thick Aluminium Composite Panel Cladding over RCC/Brick surfaces either segmental/straight in plan wherever specified with extruded aluminium U sections, angle, cleats, weather silicon sealants, backer rods of required size stainless steel screws, rivets, brackets, drilling and fixing the cladding to either masonry or reinforced cement concrete including repairing of wall with plaster CM 1:4 where required to fix aluminium setion as the case may be manufacturer's specifications, complete the work in all respect including all necessary accessories. At all soffits aluminium cladding shall be bend 90 degree and joints at corner or edges will not be acceptable. On horizontal surface, the size of sheet should be maximum available of size complete all as per manufacturer's specifications and as directed. (Note : Rate are deemed for G+1 Storey) | 200.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 62 | Designing providing and fixing 3mm thick Aluminium Composite Panel Cladding over RCC/Brick surfaces either segmental/straight in plan wherever specified with extruded aluminium U sections, angle, cleats, weather silicon sealants, backer rods of required size stainless steel screws, rivets, brackets, drilling and fixing the cladding to either masonry or reinforced cement concrete including repairing of wall with plaster CM 1:4 where required to fix aluminium setion as the case may be manufacturer's specifications, complete the work in all respect including all necessary accessories. At all soffits aluminium cladding shall be bend 90 degree and joints at corner or edges will not be acceptable. On horizontal surface, the size of sheet should be maximum available of size complete all as per manufacturer's specifications and as directed. (Note : Rate are deemed for G+1 Storey) | 200 | Sqm | ||||||||||||||||||||||||||||||||||||||||
63.00 | Dismantling of plain, corrugated or semi corrugated sheeting, of any description, roof coverings all as specified. | 150.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 63 | Dismantling of plain, corrugated or semi corrugated sheeting, of any description, roof coverings all as specified. | 150 | Sqm | ||||||||||||||||||||||||||||||||||||||||
64.00 | Dismantling wrought Iron or mild steel work of any description not otherwise provided for wind tie complete all as directed by Engr-in-Charge and specified. | 12.00 | Qtl | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 64 | Dismantling wrought Iron or mild steel work of any description not otherwise provided for wind tie complete all as directed by Engr-in-Charge and specified. | 12 | Qtl | ||||||||||||||||||||||||||||||||||||||||
65.00 | S& F for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specifed and directed by Engr-in-Charge. | 1200.00 | Kg | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 65 | S& F for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specifed and directed by Engr-in-Charge. | 1200 | Kg | ||||||||||||||||||||||||||||||||||||||||
66.00 | S&F for pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified and complete all as directed by Engr-in-Charge and specified. | 150.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 66 | S&F for pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified and complete all as directed by Engr-in-Charge and specified. | 150 | Sqm | ||||||||||||||||||||||||||||||||||||||||
67.00 | Dismantling existing old vintage damaged and rusted / faded road MS sign boards complete all as directed . | 25.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 67 | Dismantling existing old vintage damaged and rusted / faded road MS sign boards complete all as directed . | 25 | Each | ||||||||||||||||||||||||||||||||||||||||
68.00 | Excavating in post holes (or similar holes) in each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and removing surplus soil to a distance not exceeding 100 mtr making good in soft/ loose soil complete all as specified and directed. | 50.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 68 | Excavating in post holes (or similar holes) in each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and removing surplus soil to a distance not exceeding 100 mtr making good in soft/ loose soil complete all as specified and directed. | 50 | Each | ||||||||||||||||||||||||||||||||||||||||
69.00 | Material & Labour for providing and fixing stainless steel (Grade 304) frame made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc of required size with suitable arrangement complete all as spd and directed by Engr-in-Charge. | 662.50 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 69 | Material & Labour for providing and fixing stainless steel (Grade 304) frame made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc of required size with suitable arrangement complete all as spd and directed by Engr-in-Charge. | 662.5 | KG | ||||||||||||||||||||||||||||||||||||||||
70.00 | Supply and fix RATRO radium sheet / tape on stainless steel frame (size of board / samples of letter / pictures / writing will be provided by Engineer-in-charge and of best quality as approved by GE complete all as specified and directed Note : Stainless Steel sheet will be measured and paid seprately under appropriate items. | 125.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 70 | Supply and fix RATRO radium sheet / tape on stainless steel frame (size of board / samples of letter / pictures / writing will be provided by Engineer-in-charge and of best quality as approved by GE complete all as specified and directed Note : Stainless Steel sheet will be measured and paid seprately under appropriate items. | 125 | Sqm | ||||||||||||||||||||||||||||||||||||||||
71.00 | S&F 2/3 mm thick Aluminium Composite pannel sheet best quality for road sign board complete all as spd and directed. | 62.50 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 71 | S&F 2/3 mm thick Aluminium Composite pannel sheet best quality for road sign board complete all as spd and directed. | 62.5 | Sqm | ||||||||||||||||||||||||||||||||||||||||
Total in Figures | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Words | INR Zero Only |
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