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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.1 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹50.1 L+₹3,210 (0.06%)Rejected-Finance VILLAGE JAMUNI BARWA NO 1 POST MUNDERA KAPTAINGANJ DISTT KUSHI NAGAR UP 274301 | KAPTAINGANJ | KUSHI NAGAR | UTTAR PRADESH | 274301 | L2 | Rejected-Finance Not the L1 bidder. | |
| 3 | L3₹57.4 L+₹7.4 L (14.7%)Rejected-Finance 512 541 KA IIND LANE NISHATGANJ LUCKNOW 226007 | LUCKNOW | UTTAR PRADESH | 226007 | L3 | Rejected-Finance Not the L1 bidder. | |
| 4 | L4₹63.9 L+₹13.9 L (27.7%)Rejected-Finance K 11 MAHIPALPUR NEW DELHI 110037 | NEW DELHI | DELHI | 110037 | L4 | Rejected-Finance Not the L1 bidder. |
Tender Value
₹65.8 L
EMD Value
₹1.3 L
Closing Date
18 Jul 2023, 5:00 pmClosed
AGM (Engg-C), Kanpur Airport
AAI, NTB, CE, Chakeri Kanpur Airport-208008.
Laying of new water supply pipeline for TB premises, RC Colony and Old Colony, fabrication of New Structure for overhead water tank including ancillary works related to renovation work of existing MS Water Tank Structure at CA Cantt, Kanpur.
2023_AAI_158851_1
AAI/KP/CA/E-C/PIPELINE/2022-23
Open Tender
Civil Works
Item Rate
180 days
CA Cantt Kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.3 L
3 Jan 2024
27 Jun 2023
19 Jul 2023
28 Jun 2023
18 Jul 2023
28 Jun 2023
28 Jun 2023 - 4 Jul 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : a) All kinds of soil. a) i) Pipes, cables etc, not exceeding 80 mm dia.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for a) Edges of slabs and breaks in floors and walls a) 1) Under 20 cm wide (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more. (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
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 required. a) In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. a) M.S. tube (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
12 mm cement plaster of mix : a) 1:4 (1 cement: 4 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix: : a) 1:4 (1 cement: 4 coarse sand)
6 mm cement plaster of mix : a) 1:3 (1 cement : 3 fine sand) (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : a) One or more coats on old work (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. (The rate should be quoted for all heights upto 15 mtr. above Ground level Nothing extra will be paid to the contractor in this regard.)
Dismantling 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 : a) bituminous road
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. a) 25 mm nominal dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. a) 50 mm nominal dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. a) 80 mm nominal dia Pipes (The rate quoted for this item should be inclusive of all the necessary material and manpower complete for connecting the CPVC Pipe to the Overhead tank top from ground level and vice versa for all heights upto 15 mtr. Nothing extra will be paid to the contractor in this regard.)
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : a) 25 to 40 mm nominal bore
Providing and fixing gun metal non- return valve of approved quality (screwed end) : a) 80 mm nominal bore 1) Horizontal
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : a) 25 mm diameter pipe
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : a) 50 mm diameter pipe
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : a) 80 mm diameter pipe
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Providing Engineering Consultancy Service for Civil Works (i.e. steel structure for overhead tank including staircase and RCC Slab with reinforcement) including Architectural drawing, structural design and drawing and other services including submission of detail drawings and design vetted by IIT/NIT/ Engg Govt. college, detailed Construction Drawing and revision of drawings if required during execution etc. as per specification and as per provisions of NBC & other relevant codes and any other detail related to consultancy work which are essential for successful execution of work etc completed as per particular specifications and direction of EIC.
Providing and fixing MTA 1 inch x 1/2 inch (25mm x 15 mm) reducer socket (For CPVC to GI pipe) of approved quality and as per satisfaction of engineer in charge.
Providing and fixing FTA 50mm socket for Gate valve to CPVC Pipe of approved quality and as per satisfaction of engineer in charge.
Providing and fixing FTA 3 inch (80 mm) socket for Gate valve to CPVC Pipe of approved quality and as per satisfaction of engineer in charge.
Providing and fixing Butterfly valve wafer type, Body D.I. / S.G. Iron, PN 2.5 with SS-304 Disc, Lever Operated (Quarter Turn), Nitrile/EPDM Rubber Lining. Seat Test Pressure 2.75 MPa (Hyd.) of approved quality and as per satisfaction of engineer in charge. a) 50 mm nominal bore.
Providing and fixing Butterfly valve wafer type, Body D.I. / S.G. Iron, PN 2.5 with SS-304 Disc, Lever Operated (Quarter Turn), Nitrile/EPDM Rubber Lining. Seat Test Pressure 2.75 MPa (Hyd.) of approved quality and as per satisfaction of engineer in charge. a) 80 mm nominal bore.
Providing and fixing CPVC Stop Cock of approved quality and as per satisfaction of engineer in charge. a) 25 mm nominal bore.
Deduct for taking away of steel work in frames, shutters, trusses, channels, beams, Tee, angles, bolts, washers etc. and the like received from dismantling. The material so received shall be the property of contractor after dismantling duly weighed/ measured before removing from the site in the presence of Engineer-in-charge or his authorised representative all complete.
PRADEEP CONSTRUCTION COMPANY
MMS Builders
BALVIR SINGH AND SONS
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