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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.6 LAccepted-AOC PLOT NO 1134 1196 MORIVALI VILLAGE TAL AMBARNATH DIST THANE AMBERNATH 421505 | AMBERNATH | THANE | MAHARASHTRA | 421505 | L1 | Accepted-AOC ACCEPTED BEING LOWEST BIDDER | |
| 2 | L2₹93.1 L+₹17.8 L (23.6%)Rejected-Finance S NO 41 4K JAIHIND SOCIETY GANESH NAGAR NEAR ANAND PARK VADGAON SHERI PUNE 411 014 | PUNE | PUNE | MAHARASHTRA | 411014 | L2 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER | |
| 3 | Rejected-Technical | - | Rejected-Technical REJECTED BEING TWO CLASS BELOW THE ELIGIBLE CLASS | |
| 4 | Rejected-Technical | - | Rejected-Technical REJECTED BEING TWO CLASS BELOW THE ELIGIBLE CLASS | |
| 5 | Rejected-Technical S NO 50 8 MAMTA SOCIETY VADGAONSHERI BEHIND AYYAPPA TEMPLE PUNE 411014 | PUNE | PUNE | MAHARASHTRA | 411014 | - | Rejected-Technical REJECTED DUE TO LACK OF REQUIRED CATEGORY |
Tender Value
₹89.7 L
EMD Value
₹1.6 L
Closing Date
31 Jan 2023, 6:00 pmClosed
CWE KIRKEE
Headquarters CWE Kirkee, Military Engineer Services, Range Hills Road, Kirkee, Pune-411003
SPECIAL REPAIRS TO FIRE HYDRANT AND SWTS OF A PARK ARSENAL B PARK AND RAVP AT CAFVD KIRKEE UNDER GE (C) KIRKEE
2022_MES_548600_2
CWE/KKE/TOKEN-19 OF 2022-23
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
KIRKEE
AS PER TENDER
5 documents required · 5 mandatory
₹1,000
Yes
GE CENTRAL KIRKEE
₹1.6 L
Yes
29 Mar 2023
10 Jan 2023
3 Feb 2023
10 Jan 2023
31 Jan 2023
18 Jan 2023
Amount
Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles. Complete all as specified and directed by Engr-in-Charge
M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (CM 1:6) Complete all as specified and directed by Engr-in-Charge
Removing cement mortar from and cleaning stones, obtained from masonry of any description (except ashlar facings and dressed stone work) and stone setts from pavings; stacking for measurement including all extra handling and removal and disposing off rubbish. Complete all as specified and directed by Engr-in-Charge
All as per item No 2 above but except stone complete all as directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling, coursed, hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40mm on lime/sand stone Complete all as specified and directed by Engr-in-Charge
Digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site Complete all as specified and directed by Engr-in-Charge
Demolition of Concrete of any description and in any position not otherwise specifically provided Complete all as specified and directed by Engr-in-Charge
M&L for Cement concrete type D-2 (1:4:8) using 40 mm graded crushed stone aggregates in foundation filling and mass concrete as in subbase, Complete all as specified and directed by Engr-in-Charge
M & L for 75 mm thick cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in plinth protection and paths laid in alternate bays & surfaces finished even and smooth without using extra cement, Complete all as specified and directed by Engr-in-Charge
Demolition of RCC of any description and in any position not otherwise specifically provided Complete all as specified and directed by Engr-in-Charge
M&L for RCC (Design mix) M-30 (with water proofing compound, WPC measured & paid seprately) 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 directed by Engr-in-Charge (Note : WPC measured and paid separately)
M&L for RCC (Design mix) M-30 (with water proofing compound, WPC measured & paid seprately) as in walls, basement wall of any thickness above top of footings incl attached pilasters & buttresses. Complete all as specified and directed by Engr-in-Charge (Note : WPC measured and paid separately)
M&L for Form work curved suface to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work with rough finished. Complete all as specified and directed by Engr-in-Charge
M&L for TMT bars (Fe 500), 10mm dia and over in reinforcement cut to length,bent to shape reqd, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (anealed) not less than 0.9mm dia or securing with clips. Complete all as specified and directed by Engr-in-Charge
All as per item No 14 above but 8 mm dia.
Taking down cement plaster on brick or stone walls or concrete surfaces etc., incl raking out joints, hacking for key scrubbing down with waterComplete all as specified and directed by Engr-in-Charge
S&F MS wire netting 0.90mm dia and 12mm mesh lathing to wood or metal studding, joists, or in concrete and wall joints etc. in walls, ceilings, stanchions, beams, etc. including all laps, cutting and waste. Complete all as specified and directed by Engr-in-Charge
M&L for praration of old concrete or stone masonary surface, remove dirt and dust by wire brushing, scrapping, scabling and clean surface with water and applying one coat of Epoxy bonding agent for bonding old and new work, complete all as per manufactre instruction. (Make : Dr Fixit Epoxy bonding agent or equivalent as approved by GE)
M & L for rendering 15 mm thick (10+5) in two layer on fair faces of brick work or concrete surfaces on walls in CM 1:4 and mixed with WPC by manufacture instructions finished even and smooth without using extra cement. Complete all as specified and directed by Engr-in-Charge (Note : WPC measured and paid separately) Make : Dr fixit LW plus or equivelant as approved by GE)
M & L for rendering 20 mm thick in CM 1:4 (two layer) on stone masonry surfaces or surface other than fair face of brickwork or base floor of water tank mixed with WPC by manufacture instructions Make finished even and smooth without using extra cement Complete all as specified and directed by Engr-in-Charge. (Note : WPC shall be measured and paid separately) Make : Dr fixit LW plus or equivelant as approved by GE
Supply only waterproofing compound Complete all as specified and directed by Engr-in-Charge (Make Dr Fixit LW plus or Dura 1 of Durabuild)
M&L for applying two coats (base and finish coat) of epoxy cementitious waterproofing paint on new plastered wall and floor surfaces of water retaining structures like water tank, SWT, OHT etc,Complete all as specified and directed by Engr-in-Charge (Make : Asian Paints Epoxy Tri Block or equivelant as approved by GE).
Dismantling wrought iron or mild steel work of any description not otherwise provided for Complete all as specified and directed by Engr-in-Charge
S & F for 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 Complete all as specified and directed by Engr-in-Charge
M & L for preparation of new steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide, zinc chrome primerComplete all as specified and directed by Engr-in-Charge
M & L for preparation of old steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint Complete all as specified and directed by Engr-in-Charge
M&L for 100 mm thick PCC 1:4:8 Type D2 using 40 mm graded stone aggregate as in sub base of floor, mass concrete finished even and fair Complete all as specified and directed by Engr-in-Charge
M&L for 80mm thick machine pressed precast concrete interlocking paver block refelctive type coloured, with grey cement and pigment any shape and size conforming to IS-15658-2006 of M-40 graded with glossy finish colour shade in floor/pavement laid over and including 50mm thick crush sand cushioning laid dry to the profile including dismantling old tiles complete Complete all as specified and directed by Engr-in-Charge
M&L for PCC 1:2:4 type B1 ( Using 20mm graded agg) as in plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates concrete Complete all as specified and directed by Engr-in-Charge
Demolition of cement concrete in ground floors and pavings of any description and in any positon below or above ground level including throwing of materials at low lying areas at a distance of min 500m Complete all as specified and directed by Engr-in-Charge
M&L for Plain cement concrete 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate) for foundaton of motors filling in road cuttings, Hard standing including use of necessary form works for rough finished surface and making arrangements for fixing of bolts and nuts for Motors complete all as specified and directed at site.
Taking up cast iron/Galvanisd iron water mains (including all fittings), with spigot and socket ends and lead joints including burning out joints and recovering lead Complete all as specified and directed by Engr-in-Charge
Bore of 200 mm dia pipe
Bore of 150 mm dia pipe
Bore of 100 mm dia pipe
Bore of 80 mm dia pipe
Bore of 50 mm dia pipe
M & L for MS ERW Pipes of 200 mm dia size of 4mm thick wall including all specials in any lengths & welding , cutting , bending etc complete laid in trenches/on wall Complete all as specified and directed by Engr-in-Charge
M&L for Galvanised Iron Pipe 50mm bore size medium grade with all fitting, laid in trenches Complete all as specified and directed by Engr-in-Charge
M&L for Cast Iron Pipe 80mm bore size with flanged ends centrifugally cast, Class B, in any length, laid in trenches Complete all as specified and directed by Engr-in-Charge
S&L for Cast Iron Pipe 100mm bore size with flanged ends centrifugally cast, Class B, in any length, laid in trenches Complete all as specified and directed by Engr-in-Charge
S&L for Cast Iron Pipe 150mm bore size with flanged ends centrifugally cast, Class B, in any length, laid in trenches Complete all as specified and directed by Engr-in-Charge
M&L for Cast Iron Pipe 200mm bore size with flanged ends centrifugally cast, Class B, in any length, laid in trenchesComplete all as specified and directed by Engr-in-Charge
S&F for fire hydrant landing valve SS type A (Single headed outlet) of 63mm dia size all as specified and directed by Engr-in-charge.
S&F for fire hydrant landing valve SS type A (Double headed outlet) of 63mm dia size Complete all as specified and directed by Engr-in-Charge.
S&F for Branch pipe SS 63mm instantaneous inlet, made threaded outlet, 15mm bore nozzle short Complete all as specified and directed by Engr-in-Charge
S&F in replacement for 63mm dia 15 mtr long hose confirming to IS 636 complete with male and female coupling confirming to IS 903 Complete all as specified and directed by Engr-in-Charge
S&F in replacement for hose reel of 15/20mm dia and 30 mtrs long confirming to IS 5132 Complete all as specified and directed by Engr-in-Charge
S&F for Hose box Out door type made of 18 gauge MS sheet 750mm x 600mm x 250mm with double door with 4mm thick glasses and door frame made of 16 gauge MS sheet power coated fire red outside and brilliant white inside complete all as specified and directed.
S&F in replaced of Flanged stand post CI of 80mm dia 1.5m height all as specified and directed including PCC plateform
S&F fabricated MS bracket /supports for MS and CI Pipe line, made out of angle iron and flat iron including bolts, nuts, washers and painting with two coats of synthetic enamel paint over a coat of red oxide primer all as specified and as directed by Engineer-in-charge.
Excavation in trenches n. exc. 1.5 mtr in wide and n. exc. 1.5 mtr in depth for laying of underground cable and getting out in Hard/dense soil Complete all as specified and directed by Engr-in-Charge
Returning filling in, trenches around pipe line including spreading levelling in layers n.exc 25 cm after laying pipes and well ramming Complete all as specified and directed by Engr-in-Charge
Removal of surplus excavated soil to a distance n.exe. 50 mtr away from site and deposited where directed at a level not exceeding 1.5 mtr above the ground level Complete all as specified and directed by Engr-in-Charge
S&F Sluice Valve 200 mm bore size type 1.6 PN with MS Spindle including taking out old sluice valve Complete all as specified and directed by Engr-in-Charge
S&F Sluice Valve 150 mm bore size type 1.6 PN with MS Spindle including taking out old sluice valve Complete all as specified and directed by Engr-in-Charge
S&F Sluice Valve 100 mm bore size type 1.6 PN with MS Spindle including taking out old sluice valve Complete all as specified and directed by Engr-in-Charge
S&F Sluice Valve 80 mm bore size type 1.6 PN with MS Spindle including taking out old sluice valve Complete all as specified and directed by Engr-in-Charge
S&F cast iron specials, bends and type, reducer and angle tapers, any stright bends double socket etc , Tee pipes single branch all socketed and spigot CI upto 150mm dia including dismantling of old one.
S & F in replacement for cast iron Foot valve of confirming to IS 4038, all as specified and directed of size 200mm dia.
S&F PVC insulated, and sheathed LT copper cable 70 sq mm Single core armoured 1100 volts capacity for pump motor to starter connection with necessary lugs and bolts,screws Complete all as specified and directed by Engr-in-Charge
M&L for cutting,clearing bushes/small plants and grass surrounding the E/M installations and removing the debris to a distance of 50m Complete all as specified and directed by Engr-in-Charge
M & L for Construction of masonry valve chamber, 100 mm thick foundation using PCC 1:4:8, type D-2, over 15cm thick hard core, 20cm thick solid block masonry with blocks cast using PCC 1:3:6, type C-1, set in cement mortar 1:4, 15MM thick plaster to internal surfaces and external surfaces up to 15cm below ground level and top of floor in cement and sand mortar 1:4, finished even and smooth with out using extra cement , 3.15mm thick MS sheet cover including 50mmX50mmX6mm thick MS angle frame fixed in PCC 1:2:4, type B1 coping with 25mmX6mm flat iron hold fasts, handle, hinges with locking arrangements, applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces and earth work in any type of soil including disposal of surplus soil to a distance not exceeding 50M complete all as specified and for internal size: 1500mm x1000mmx800mm complete all as specified and as directed.
Cleaning of RCC underground/semi underground watersupply sump, static water tank of capacity Exceeding 10,000 GLNS to 50,000 GLNS by dewatring and taking out all scales,dirts, mud. algae etc from inside the tank and from mouth of circulating pipes includinand taking out sludge with help of sludge pump of suitable capacity including washing of tank wall with bleaching powder solution and then with water and draining out sludge water and painting of existing paint complete. Note : (i) Cleaning should be done by scraper and removing dirt with brush and washing with bleaching powder all as directed by Engr-in-Charge. (ii) The inlet and outlet / over flow pipe of sump should be cleaned properly and care should be taken to prevent entry of sludge into pipe line by blocking mouth of pipe. Any blockage of the inlet / outlet / overflow pipe line shall be cleaned by contractor at no extra cost. (iii) Date of cleaning 'CLEANED ON ___________ NEXT due DATE ______________' should be painted with black and white paint as per Existing size. (iv) Tank / Sump capaciting 'CAPACITY ________ GLNS' should be painted on tank as per existing size.
OM INFRA
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