Items - PROVN OF RCC SUMP IN REPLACEMENT OF EXISTING UG SUMP AT SHILLONG CANTT AND HAPPY VALLEY UNDER GE SHILLONG
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: HQ CWE SHILLONG | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: PROVN OF RCC SUMP IN REPLACEMENT OF EXISTING UG SUMP AT HAPPY VALLEY SHILLONG UNDER GE SHILLONG | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: CWE/SHL/T- 43 OF 2025- 26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Bidder Name : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 | Addition / Deduction | Addition / Deduction Values | Currency Conversion 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 Without Taxes | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 3 | 4 | 5 | 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 | 53 | 6 | 9 |
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/ sense soil complete all as specified and as directed. | 03001B | 800.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 2 | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exceeding 1.5 m high from base complete all as specified and directed. | 03020A | 400.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 3 | Removing excavated material (excluding hard rock) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 03029A | 989.40 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 4 | Surface dressing not exceeding 15 cm deep in soft/ loose soil complete all as specified and as directed. | 03011A | 374.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 5 | Excavating over areas not exceeding 1.5 m deep and getting out in soft/ loose soil complete all as specified and as directed. | 03004A | 497.80 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 6 | Excavating over areas exceeding 1.5 m but not exceeding 3 m deep and getting out in soft/ loose soil complete all as specified and as directed. | 03004F | 426.90 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 7 | Excavating over areas exceeding 3 m but not exceeding 4.5 m deep and getting out in soft/ loose soil complete all as specified and as directed. | 03004K | 83.20 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 8 | M & L for hardcore (broken stone or boulders) of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 03042A | 22.95 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 9 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed. | 03009A | 855.50 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 10 | M & L for hand packing (any thickness) using broken stone or boulders aggregate at back of walls, over arches etc. and raising (or lowering) to the required level complete all as specified and as directed. | 03039A | 90.20 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 11 | M & L for cement concrete in surface channels and drains in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 04026B | 36.10 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 12 | M & L for cement concrete in foundation, filling and mass concrete in M15(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 04025A | 40.60 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 13 | M & L for RCC M30 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. Note- Cost of Design Mix and testing report as per tender conditions shall in included in the rate quoted. | 04053C | 144.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 14 | M & L for RCC M30 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. | 04054C | 106.10 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 15 | M & L for RCC M30 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and as directed. | 04057C | 12.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 16 | M & L for RCC M30 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 04058C | 3.20 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 17 | M & L for RCC M30 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in domes, vaults, shell roofs, arch ribs and folded plates complete all as specified and as directed. | 04062C | 36.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 18 | Supply only integral water proofing compound complete all as specified and directed. | 04099A | 110.50 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 19 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished flat surfaces of concrete complete all as specified and as directed. | 07004A | 219.70 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 20 | M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc.; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and as directed. | 07005A | 707.40 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 21 | M & L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed. | 07010A | 94.50 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 22 | M & L for formwork to sides and soffits of domes, vaults, shell roofs and arch ribs for rough finished flat surfaces of concrete complete all as specified and as directed. | 07018A | 303.40 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 23 | M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and as directed. | 07014A | 23.40 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 24 | M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height complete all as specified and as directed. | 10034F | 23469.30 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 25 | M & L for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed. | 10035F | 8679.00 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 26 | S & F hot rolled medium and high tensile structural steel of grade E165 as per IS 15911: 2010 as in framed work such as grills, grating, etc., with ends of bars of shouldered and/or riveted, or forged into spikes, framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework water tanks and similar work complete all as specified and directed. | 10007A | 91.30 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 27 | S & F cast iron work grade FG 150, not exceeding 5 Kg each, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles complete all as specified and as directed. | 10001A | 101.40 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 28 | S&F of Puddle Flange 200mm dia complete all as specified and directed. | 27076C | 5.40 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 29 | S&F of GI pipes 150mm dia Heavy Class complete all as specified and directed. | 27033A | 16.60 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 30 | S&F of water stopper bar complete all as specified and directed. | 18332C | 101.80 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 31 | M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in floor 40 mm thick finished even and fair complete all as specified and directed. | 13036B | 39.10 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 32 | M & L for cement concrete M7.5 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 50 mm thick in sub base for laying tiles, pavings, floorings etc. complete all as specified and directed. | 13035C | 39.10 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 33 | M & L for cement concrete M10 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 75 mm thick in sub base for laying tiles, pavings, etc. complete all as specified and directed. | 13034B | 86.90 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 34 | Material and labour for plastering 15 mm thick (in two layers of 10mm and 5mm thk) on fair faces of brick wall or concrete surfaces in cement mortar 1:4 with water proofing compound as per manufacturer's printed instruction finished even and fair complete all as specified and directed. Note: Water proofing compound shall be measured and paid for separately. | 14002Z | 849.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 35 | Material and labour for plastering 10 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:3 finished even and fair complete all as specified and as directed. | 14001M | 710.20 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 36 | M & L for preparing new surfaces and applying two coats of weather proof acrylic exterior paint (100% Acrylic) over a coat of primer including scaffolding, trestles, ladders, cradles and necessary safety measures complete all as specified and as directed. | 15022K | 710.20 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 37 | M & L for cement concrete M10 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 50 mm thick as in su base finished even and fair complete all as specified and as directed. | 13034C | 90.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 38 | Demolition of cement concrete(unreinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level) and complete all as specified and as directed. | 21015B | 10.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 39 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed. | 21004A | 1.10 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 40 | Taking up or down 20 mm bore of steel tubing and connections, including cleaning for refixing or removal to store or taken on schedule of credit complete all as specified and directed. | 18059B | 15.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 41 | Taking up or down steel tubing and connections, bore of pipes 25 mm and removing away from site, complete all as specified and as directed. | 18059C | 25.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 42 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) in any position below or above ground floors, not exceeding 15 cm in depth complete all as specified and as directed. | 21019A | 17.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 43 | Dismantling of wrought or mild steel work of any description such as in ladder work, bracing/supporting angle iron, roof top MS sheets, railings etc. complete all as specified and directed. | 21028A | 2.00 | QUINTAL | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 44 | Taking down gun metal globe or gate valves 25mm bore with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed. | 18104P | 2.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 45 | Supplying & laying in trenches 150 mm nominal dia ductile iron pressure pipe for water mains, centrifugally cast, spigot and socket ends (for push on joints), class K9 in any length,inside shall be cement coating and outside shall be zinc coated with finishing layer of black bitumen/blue epoxy coating duly ISI marked including Rubber gasket joints (push on joints) conforming to IS including specials complete all as specified and as directed. | 18472C | 150.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 46 | M & L for non-rising stem type sluice valves having double flanged for connections of nominal pressure (PN 1.6) as per IS 14846: 2000 of preferred materials, nominal size 150 mm including nuts, bolts, packing sheets etc. complete all as specified and as directed. | 27034B | 5.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 47 | M & L for flanged reflux valves(ISI Marked) of single door, swing check type (non return valves) of nominal pressure (PN 1.6) as per IS 5312 (Part 1): 2004, nominal size 150 mm including nuts, bolts, packing sheets etc. complete all as specified and as directed. | 27037B | 3.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 48 | M & L for cutting of existing road / hardstanding/ foot path for laying of pipe and making good disturbed surface with PCC 1:2:4 type B-1 complete all as specified and directed.. | 19838L | 3.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 49 | M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 04025C | 15.10 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 50 | M & L for construction of valve chamber of size 1500 mm X 1500 mm X 900 mm (internal dimension) including necessary earth work in any type of soil, 150mm thick PCC foundation M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate as in base concrete, solid block walling M10 type C1 20CM thick set in CM 1:4 with 15 mm thick cement plaster internally and externally, 3 mm thick mild steel cover of structural steel of grade E165 as per IS 15911: 2010 riveted with angle iron (50 mm X 50 mm X 6 mm) frame of structural steel of grade E165 as per IS 15911: 2010, frame welded to base plate of size 150 mm X 12 mm and made of structural steel of grade E165 as per IS 15911: 2010, base plate fixed with 50 mm thick PCC coping in M15(Nominal Mix) using 20 mm nominal size graded crushed stone aggregate 50 mm X 50 mm X 6 mm mild steel washer, PCC benching 200 mm thick in M15(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate with necessary, welding, riveting, bolting including painting exposed steel surfaces with two coats of bituminous paint and embedded surfaces of steel with two coats of tar, finishing exposed faces of concrete surfaces and plaster surfaces with three coats of white wash as per drawing No. TD/EM/6 sheet Nos 1/2 & 2/2 of HQ CE Shillong Zone complete all as specified and as directed. | 19381E | 2.00 | EACH JOB | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 51 | M & L for construction of valve chamber of size 900 mm X 900 mm X 900 mm (internal dimension) including necessary earth work in any type of soil, 150mm thick PCC foundation M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate as in base concrete, solid block walling M10 type C1 20CM thick set in CM 1:4 with 15 mm thick cement plaster internally and externally, 3 mm thick mild steel cover of structural steel of grade E165 as per IS 15911: 2010 riveted with angle iron (50 mm X 50 mm X 6 mm) frame of structural steel of grade E165 as per IS 15911: 2010, frame welded to base plate of size 150 mm X 12 mm and made of structural steel of grade E165 as per IS 15911: 2010, base plate fixed with 50 mm thick PCC coping in M15(Nominal Mix) using 20 mm nominal size graded crushed stone aggregate 50 mm X 50 mm X 6 mm mild steel washer, PCC benching 200 mm thick in M15(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate with necessary, welding, riveting, bolting including painting exposed steel surfaces with two coats of bituminous paint and embedded surfaces of steel with two coats of tar, finishing exposed faces of concrete surfaces and plaster surfaces with three coats of white wash as per drawing No. TD/EM/6 sheet Nos 1/2 & 2/2 of HQ CE Shillong Zone complete all as specified and as directed. | 19381D | 3.00 | EACH JOB | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 52 | S & F 15 HP open well horizontal type submersible pumpset,electric driven motor 3 phase insulation class B voltage range AC 350 to 440 volt flater efficiency curve, 50 HZ CED coating , head 52-72mtr with 11kw/15hp complete all as specified and directed. | 74017M | 2.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 53 | Supply and fix Foot Valve conforming to IS 4038, 150 mm (6”) dia complete all as specified and directed. | 18507F | 2.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 54 | S & F submersible cable flat PVC insulation of type C and having PVC sheath of type ST2, flexible copper conductor, FR-LSH, 3 core of size 10 sqmm complete all as specified and as directed. | 19763C | 50.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 55 | Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 4 core, nominal cross sectional area of main conductor 25 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed. | 19242D | 110.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 56 | Supply , installation, commissioning and testing of outdoor type, LT panel board of size 1200 mm X 1200 mm X 600 mm, CPRI approved factory made, double door, powder coated suitable for 3 phase 4 wire 415 V, 50 Hz and provided with suitable 'U' type gasket to make it dust/vermin proof & general construction confirming to IS: 8623/93, floor block mounting type made out of 3.15mm thick CRCA sheet and 2mm thick internal partition with using 50 mm X 50 mm X 6 mm angle iron frame, factory fabricated duly compartmentalized for each control gear with front & back openable, lockable / openable by keys from both sides louvers & air vent gasket for natural flow of air and to accommodate incoming/ outgoing MCCBs and alike complete and comprising of the following: - (i) Incoming: - ((a) copper bus bar of capacity 100 Amps for 3 phase with neutral - one job (b) MCCB 415 V, 63A, 4 pole with over load, short circuit and earth fault protection with earth module breaking capacity 25 KA- 01 No (c) Multifunction meter flush mounted with inbuilt selector switch reading KWH, Freq, Volts, Amp etc - 01 No (d) Indicator lamps RYB LED type - 01 Set of three € CT coils 100/5 A-03 Nos. (ii) Out going ((a) MCCB 415 V, 40A, 4 pole with over load , short circuit and earth fault protection with earth module breaking capacity 16 KA- 02 Nos. (b) Automatic Star Delta Starter, 415 Volts, 50 Hz suitable for submiersible pump motor 15 HP - 02 No (01W+01 S/by) (c) MCB SPN 20 Amp,230 volt - 01 No (All MCCBs / instruments / MCBs /Bus Bar shall be housed in a separate housing with on- off latches in the housing.) | 19606U | 1.00 | EACH JOB | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 57 | Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or water supply pipes lines etc or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. | 03006A | 52.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 58 | Supply & laying Sand coarse dry as in cushioning of underground electric cable in trenches, laid to a uniform thickness of 23cm (15cm under the cable & 8cm over the cable) and gently punned down to 18cm thickness complete all as specified and as directed. Note :- Only punned down sand shall be measured. | 03019C | 9.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 59 | M&L for bricks, common burnt clay building bricks, sub- class 'B' designation 75 complete all as specified and directed. | 05019E | 0.96 | PER 1000 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 60 | M & L in repair for earthing complete with galvanised steel plate earth electrode 600 mm X 600 mm X 6 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to earthing lead of 32 mm X 6 mm galvanised mild steel strip by means of bolts, nuts, check nuts and washers of galvanised iron from earth plate to test point upto 7.5 metre including all as shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete chamber in cement concrete M15 (Nominal Mix) using 20 mm nominal size coarse aggregate, precast RCC cover slab in cement concrete M15 (Nominal mix) using 20 mm nominal size coarse aggregate of size 40 cm X 40 cm X 5 cm reinforced with 8 mm dia TMT bars @ 150 mm c/c with one handle for lifting made out of 8 mm dia bar, GI funnel, GI wire mesh filter, 20 mm dia GI pipe medium grade for watering, 40 mm dia GI pipe medium grade for protection of earthing lead, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil/ strata and testing complete all as specified and directed. | 19473A | 2.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 61 | M & L for cement concrete in foundation, filling and mass concrete in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 04025B | 10.25 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 62 | M & L for precast cement concrete solid block masonry of grade C(5.0) with concrete M10 (Nominal Mix), as per IS 2185 (part-1):2005, using 20 mm nominal size graded crushed stone aggregate exceeding 10 cm in width and set in cement mortar (1:4) complete all as specified and as directed. | 04030G | 12.80 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 63 | M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and directed. | 04029B | 0.80 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 64 | Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 sing liquid water proofing compound @ 200ml/ 50kg cement, finished even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compound shall be measured and paid seperately | 14004D | 64.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 65 | Supply only liquid water proofing compound complete all as specified and directed. | 04100A | 10.00 | LTRS | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 66 | M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed. | 04079A | 80.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 67 | M & L for precast cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar (1:4) complete with joints to match complete all as specified and directed | 04033A | 6.80 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 68 | S & F hot rolled low tensile structural steel of grade E165 as per IS 15911: 2010 as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar works complete all as specified and as directed. | 10004A | 1128.50 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 69 | Excavating in trenches not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3.0 in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and exceeding 1.5 m but not exceeding 3 m in depth and getting out in soft/ loose soil complete all as specified and as directed. | 03006F | 6.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 70 | M & L for RCC M25 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 04053B | 39.00 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 71 | M & L for RCC M25 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. | 04054B | 24.80 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 72 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished flat surfaces of concrete complete all as specified and as directed. | 07004C | 41.40 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 73 | M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc.; vertical or to batter for fair finished flat surfaces of concrete complete all as specified and as directed. | 07005C | 174.80 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 74 | Material and labour for plastering 5 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:3 finished even and fair complete all as specified and as directed. | 14001A | 46.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 75 | S & F PVC (SWR) as per IS 13592: 2013 single socketed soil waste pipes in any length with rubber ring joints, 110 mm dia, laid in trenches complete all as specified and directed. | 18181B | 8.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 76 | M & L for loose filling with broken stone or boulder aggregates of gauge 40 to 80 mm in soakage pits, soakage wells, on open space or in filter media of retaining wall etc. complete all as specified and as directed. | 03041A | 27.60 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 77 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in soft/ loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and as directed. | 03010A | 39.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 78 | Supply only galvanized steel chain link fence fabric of mesh size 50 mm X 50 mm, made out of 3.80 mm nominal dia of mesh wire complete all as specified and directed. | 10119A | 582.10 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 79 | Fixing only galvanized steel chain link fence fencing including line wires any mesh, size and type to any type of standards, rails, straining bolts, etc. including provn of binding wire complete all as specified and as directed. | 10057A | 189.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 80 | M & L for mild steel round bars10 mm dia, Fe 410 W(Gde E-250)/Fe 290 (Gde E-165), cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed. | 10035A | 281.30 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 81 | S & F mild steel screw bolts (machine made), diameter of neck 11 to 15 mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 5 cm long complete all as specified and as directed. | 10015B | 35.20 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 82 | S & F galvanized steel barbed wire with two strands of line wire of dia 2.24 mm and barbed with point wire of dia 2 mm at 75 mm spacing straining and fixing to any type of standards, rails, straining bolts including securing or tying at crossings with and provision of galvanised iron binding wire, GI staples or steel pins, etc. complete all as specified and as directed. (one each line wire will be measured as one unit). | 10060A | 5.20 | 100 RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 83 | Preparation of newly or previously untreated steel surface of any description not exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed. | 17033A | 12.30 | 10 RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 84 | Preparation of newly or previously untreated steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed. | 17029A | 40.30 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 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 |
Andaman & Nicobar Tenders |Andhra Pradesh Tenders |Arunachal Pradesh Tenders |Assam Tenders |Bihar Tenders |Chandigarh Tenders |Chhattisgarh Tenders |Dadra & Nagar Haveli Tenders |Daman & Diu Tenders |Delhi Tenders |Goa Tenders |Gujarat Tenders |Haryana Tenders |Himachal Pradesh Tenders |Jammu & Kashmir Tenders |Jharkhand Tenders |Karnataka Tenders |Kerala Tenders |Ladakh Tenders |Lakshadweep Tenders |Madhya Pradesh Tenders |Maharashtra Tenders |Manipur Tenders |Meghalaya Tenders |Mizoram Tenders |Nagaland Tenders |Odisha Tenders |Pondicherry Tenders |Punjab Tenders |Rajasthan Tenders |Sikkim Tenders |Tamil Nadu Tenders |Telangana Tenders |Tripura Tenders |Uttarakhand Tenders |Uttar Pradesh Tenders |West Bengal Tenders |