Items - ADDITION/ALTERATION TO BLDG NO P-344 OF TEG DIVISION AT HEMRL AND PROVISION OF CERTAIN REVENUE WORKS AT TECHNICAL AND RESIDENTIAL AREA UNDER GE(I) RnD PASHAN, PUNE
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Tender Inviting Authority : GE (I) R&D PASHAN PUNE-21 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Name of Work : ADDITION/ALTERATION TO BLDG NO P-344 OF TEG DIVISION AT HEMRL AND PROVISION OF CERTAIN REVENUE WORKS AT TECHNICAL AND RESIDENTIAL AREA UNDER GE(I) R&D PASHAN, PUNE | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Contract No : GE(R&D)/PSN/ OF 2016-17 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Bidder Name : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent 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 | 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 With Taxes | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
1 | 2 | 3 | 3 | 4 | 6 | 7 | 8 | 9 | 10 | 11 | 5 | 6 | 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 | 7 | 54 | 8 |
1.0 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead complete all as specified and directed. | 250.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
2.0 | Material and Labour for 15mm thick rendering on fair face of brick work or concrete surfaces in CM 1:4 finishing the surface even and smooth without using extra cement complete all as specified and directed. | 267.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
3.0 | Material and Labour for rendering 15 mm thick in cement mortar 1:4, complete all as specified and directed. | 400.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
4.0 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete all as specified and directed. | 250.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
5.0 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. Two coats applied @ 1.43 litre/ 10 sqm, Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm complete all as specified and directed. | 500.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
6.0 | Material and labour for distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on new work (two or more coats) over and including water thinnable priming coat with cement primer complete all as specified and directed. | 465.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
7.0 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas in any type of soil (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 17.41 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
8.0 | Material and labour for Cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete, sub base etc, complete all as specified and as directed by Engineer-in-Charge. | 108.43 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
9.0 | Material and labour for precast cement concrete, type C-1, 1:3:6 (20mm graded aggregate ) masonary with solid blocks, exc , 10cm in width and setting in cement mortar (1:6) complete all as specified and directed. | 62.00 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
10.0 | Complete removal of existing Roof treatment in any layers including demolition of PCC in roofs unreinforced and disposal of debris to distance exc 250 metre and not exc 500 metre out of MoD land complete all as specified and directed. Note: i) The rates are inclusive of removal for any type old water proofing treatment over to Main RCC slab. ii) All the dismantled debris are required to be removed from HEMRL premises right after demolition so that process of user should not get obstructed. | 8.44 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
11.0 | Material and labour for PCC 1:2:4 (Type B0 using 12.5 mm graded crushed stone aggregate) (40mm thick avg) as in levelling course to match the undulations of roof and in coving, roof kerbs including benching etc including necessary formwork and finished rough surface complete all as specified and directed. | 9.44 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
12.0 | Material and labour for rendering 10 mm thick in cement mortar 1:3 mixed with liquid water proofing compound (ISI marked) of approved make as per manufacturer's instructions over RCC roof slab and finished fair and even without using extra cement complete all as specified and directed.(Liquid water proofing compound shall be measured and paid seperately as 'Supply only'.) | 211.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
13.0 | Material and labour for applying water based polyurethane modified dispersion (single component, cold applied, non toxic, VOC complaint) in 03 coats including 01 coat of epoxy primer @ .15 Kg per Square Metre followed by two coats of polyurethane coating with 1.5 Kg per Square Metre in two coats etc complete as per manufacturer specification and complete all as specified and directed by Garrison Engineer/Engr-in-Charge. Notes : 1. Properties of Polyurethane based chemical shall confirm to following Technical ParaMetres:- (i) Highly Elastic and shall have crack bridging ability of upto 3mm as per AS NZ 4548 (ii) UV Resistance. (iii) Adhesion to concrete and shall resist 7 bars of hydrostatic pressure. (iv) Tensile strength should not less than 2.0 N/sq.mm for free film & 60 % solid content as per ASTM C 1250 (v) Elongation should not less than 300% as per ASTM D2370 (vi) Solid content by weight should not less than 60%. (vii) Air/water permeability BSEN 12390 AT 5 bar -72 hours should be NIL and minimum dry film thickness of water proofing membrane must be 1.0mm. (viii) Accelerated weathering (ASTM453) should Pass 1000 hours. (ix) Reaction to fire – non inflammable. 2. The work shall be executed through authorised applicator of manufacturer only. Contarctor has to provide manufacturer test certificates for the above mentioned technical paraMetres and PVs 3. The conractor has to submit the guarntee for 10 Years against the water proofing treatment. | 211.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
14.0 | Supply only integral liquid WPC of approved make complete all as specified and directed. | 11.00 | Litre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
15.0 | Material and labour for hardcore of gauge exc 63 mm and n exc 100mm deposited spread and levelled in layers n exc 15 cm thick, watered and rammed including removal of green vegetation, roots, plants etc with suitable chemicals for inhibiting the growth of unwanted plants complete all as specified and directed. | 85.30 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
16.0 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge | 22.00 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
17.0 | Providing and laying cement concrete of M20 grade in position ready mixed or site batched design mix cement concrete for plain cement concrete work, using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS 9103 to accelerate/retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge. | 113.50 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
18.0 | Material and labour for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A' thickness of slab 100mm complete all as specified and directed. | 16.00 | X Running Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
19.0 | Material and labour for centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, beam wall, bases of columns, etc. for mass concrete complete all as specified and directed. | 57.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
20.0 | Demolishing brick work/stone/PCC Block masonry work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. complete all as specified and directed. | 110.00 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
21.0 | Material and labour for walling of random rubble, brought upto course, well bonded, bedded and solidly hearted, built in CM (1:6) including removing mortar and cleaning the stone, stacking for measurement and removal and disposing of debris etc complete all as specified and directed. | 60.00 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
22.0 | Material and labour for walling of random rubble, brought upto course, well bonded, bedded and solidly hearted, built in CM (1:6) but except stone incl removing mortar and cleaning the stone, stacking for measurement and removal and disposing of debris etc complete all as specified and directed. | 35.00 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
23.0 | Extra over for stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto courses with 40mm deep in granite or trap stone complete all as specified and directed. | 328.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
24.0 | Material and labour for 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:6 and top layer 6mm thick cement plaster 1:3 finished even and fair complete all as specified and directed by Engr-in-Charge | 95.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
25.0 | Providing and laying cement concrete 1:2:4 type B1 using 20mm graded stone aggregate in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. including the cost of centering, shuttering and finishing complete all as specified and directed. | 8.30 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
26.0 | Dismantling asbestos cement pipes/RCC pipe including excavation and refilling trenches after taking out the pipes manually/by mechanical means and stacking the pipes within 50 metres lead upto 600mm diameter as per direction of Engr-in-charge | 10.00 | Running Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
27.0 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes 600 mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 including testing of joints etc. complete all as specified and directed. | 10.00 | Running Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
28.0 | Demolition of cement concrete (unreinforced), in ground floor and paving (below or above ground level), not exceeding 15cm thickness, including removal of rubbish outside MoD land, complete all as specified and directed. | 5.00 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
29.0 | Providing and laying in position cement concrete 1:3:6 type C2 (graded stone aggregate 40 mm nominal size) complete all as specified and directed. | 5.00 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
30.0 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead complete all as specified and directed. | 120.00 | Kilogram | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
31.0 | Material and labour for flush pointing to random or polygonal rubble, uncoursed or brought upto courses in CM (1:3) complete all as specified and directed. | 27.80 | Ten Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
32.0 | Supply and fix 110 mm bore PVC (SWR) pipes cut to size and fixed in walls as in weep holes complete all as specified and directed. | 27.00 | Running Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
33.0 | Material and labour for steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as in angle iron post & strut of required size, gratings, frames, guard bar, ladder, railings, brackets, gates and similar works complete all as specified and directed. | 650.00 | Kilogram | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
34.0 | Material and labour for Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade, Two coats applied @ 0.90 ltr/ 10 sqm over and under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture complete all as specified and directed. | 30.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
35.0 | Providing and fixing GI chain link fabric fencing of required width in mesh size 50x50mm, made of GI wire of dia 4mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete all as specified and directed by engr-in-Charge | 118.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
36.0 | Material and labour for forming 20mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `B' thickness of slab 100mm complete all as specified and directed. | 40.00 | Per 10 Running Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
37.0 | Earth work in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out all kind of soil the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres in all kinds of soil complete all as specified and directed | 22.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
38.0 | Material and labour for centering and shuttering including, propping etc and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers complete all as specified and directed | 69.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
39.0 | Material and labour for centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts etc complete all as specified and directed. | 40.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
40.0 | Material and labour for centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform with water proof ply 12mm thick complete all as specified and directed. | 41.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
41.0 | Providing and laying in position cement concrete of M25 grade, ready mixed or site batched design mix for plain cement concrete work, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge. | 6.00 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
42.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more complete all as specified and directed. | 2050.00 | Kilogram | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
43.0 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m complete all as specified and directed. | 13.80 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
44.0 | Providing and laying in position cement concrete M-25 grade ready mixed or site batched design mix for reinforced cement concrete work using coarse aggregate and fine aggregate derived from natural sources, Portland Pozoolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing and reinforcement as per direction of the Engineer-in-charge. | 14.00 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
45.0 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibraory power roller to achieve the desired density, complete as per specifications and directions of Engr-in-Charge. | 2.70 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
46.0 | Material and Labour for 40mm thick Cement concrete 1:2:4 type B-1,( using 20mm graded crushed stone aggregate) as in sub base of flooring, Complete all as specified and directed by Engineer-in-Charge. | 27.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
47.0 | Material and labour for machine cut kota stone slab flooring 20 mm (average) thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completed laid over and including 25mm thick screed bed or bedding layer in CM 1:6 complete all as specified and directed. | 27.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
48.0 | Material and labour for Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 10 mm thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete all as specified and directed. | 2.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
49.0 | Material and Labour for 12mm thick rendering on fair faces of brick/concrete surfaces in CM 1:6 finished even & fair complete all as specified and directed. | 73.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
50.0 | Material and labour for rendering 20mm in cement mortar 1:4 complete all as specified and directed. | 81.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
51.0 | Material and labour for rendering 6mm in cement mortar 1:3 complete all as specified and directed. | 27.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
52.0 | Material and labour for 10mm thick rendering on fair face of brick work or concrete surfaces in cement mortar 1: 3 with finishing the surface even & fair without using extra cement mixed with WPC complete all as specified and directed. | 0.41 | Cubic Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
53.0 | Supply and fix 3mm thick APP pre-fabricated membrane with and including non woven polyester matt central core of 160 gsm (min) impregnated and coated on both sides with and including layer of APP modified bitumen and finished with and including micro-perforated heat fusible polythene film on both surfaces over and including 0.3 litres / Sqm bituminous primer confrming to IS-3384 and applying a coat of hot blown bitumen 85/25 grade @1.2 Kg/Sqm over the membrane and finally applying two coats of aluminium paint @ 0.10 litres / Sqm each layer complete as per manufacturer's instructions and all as specified and directed . Notes: (i) The work shoul be executed only through authorised applicator of manufacturer as approval by GE before commencement of work. (ii) Contractor has to submit guarantee of treatment for 10 Years. | 41.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
54.0 | Material and Labour for White washing three coats with lime to give an even shade on new platered ceiling complete all as specified and directed. | 52.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
55.0 | Supplying and fixing 2mm thick MS rolling shutters of approved make, made of required size MS laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 Part-I and MS top cover of required thickness for rolling shutters 80 x 1.25mm MS laths with 1.25 and G.I. top cover of required thickness for rolling shutters 80x2.00 mm MS laths with thick top cover complete all as specified and dircted by Engr-in-Charge. | 6.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
56.0 | Material and labour extra for providing mechanical device chain and crank operation for operating rolling shutters exceeding 10.00 sqm and upto 16.80 sqm in the area complete all as specified and directed | 6.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
57.0 | Providing and fixing ball bearing for rolling shutters complete all as specified and directed | 1.00 | Each | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
58.0 | Material and labour for painting with synthetic enamel paint of approved brand and manufacture to give an even shade, two coats on new work on wood and steel surface over a coat of approved primer complete all as specified and directed. | 6.60 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
59.0 | Supply and fix 110 mm bore PVC (SWR) bends of any radius, Complete all as specified and as directed by Engineer-in-Charge. | 10.00 | Each | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
60.0 | Material and labour for plinth protection 50mm thick of cement concrete 1:3:6 Type C1 (using 20 mm graded stone aggregated) over 75mm thick hard core of gauge n exc 63mm nominal size, well rammed and consolidated and grouted with fine sand, including expansion joint every 2m interval and necessary excavation, levelling & dressing & finishing the top smooth complete all as specified and directed. | 15.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
61.0 | Providing and fixing Powder coated aluminium Frame (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. Note : Glazing, paneling and dash fasteners to be paid for separately. | 11.00 | Kilogram | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
62.0 | Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) work for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) complete all as specified and directed by Engineer-in-charge. Note : Glazing, paneling and dash fasteners to be paid for separately | 13.00 | Kilogram | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
63.0 | Supply and fixing stainless steel wire guage (grade-304) aperture 1.4mm and 0.50mm dia wire for fixing of window, ventilator etc complete all as specified and directed | 1.50 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
64.0 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) with EPDM rubber / neoprene gasket etc. complete all as specified and directed by Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) | 3.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
65.0 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 metre in width as well as 10 sqm on plan including getting out all kinds of soil and disposal of excavated earth upto 50 meter and lift upto 1.5 meter, complete all as specified and directed by Engineer-in- Charge. | 880.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
66.0 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of crushed stone sand/ M-sand, filling the joints with line sand etc complete all as per the direction of Engineer-in-charge | 28.00 | Square Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
67.0 | Providing gola 75x75 mm in cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate, including finishing with cement mortar 1:3 as per standard design of size 75x75 mm deep chase complete all as specified and directed. | 15.00 | Running Metre | 100.0000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
Total in Figures | 0.00 | 0.00 | INR Zero Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Words | INR Zero Only |
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