Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.3 LAccepted-AOC H NO 273 VPO SURHERA WEST DELHI 110043 | WEST DELHI | DELHI | 110043 | L1 | Accepted-AOC Awarded being 1st Lowest Bidder | |
| 2 | L2₹33.0 L+₹3.7 L (12.6%)Rejected-Finance | L2 | Rejected-Finance Rejected being 2nd Lowest Bidder | |
| 3 | L3₹35.0 L+₹5.7 L (19.6%)Rejected-Finance | L3 | Rejected-Finance Rejected being 3rd Lowest Bidder | |
| 4 | L4₹36.4 L+₹7.1 L (24.4%)Rejected-Finance 110059 NEW DELHI NATIONAL CAPITAL TERRITORY OF DELHI 110059 | WEST DELHI | DELHI | 110059 | L4 | Rejected-Finance Rejected being 4th Lowest Bidder | |
| 5 | L5₹38.8 L+₹9.5 L (32.4%)Rejected-Finance BALLIA UTTAR PRADESH | BALLIA | UTTAR PRADESH | 221701 | L5 | Rejected-Finance Rejected being 5th Lowest Bidder |
Tender Value
₹41.0 L
EMD Value
₹81,900
Closing Date
25 Jan 2020, 6:00 pmClosed
CWE SRI GANGANAGAR
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
SPECIAL REPAIRS TO STP / IPS FOR MAP PHASE -I AND ITS CONNECTED ITEMS AT MILITARY STATION FARIDKOT
2019_MES_284736_1
CA NO. CWE SGNR - 49 OF 2019-20
Open Tender
Civil Works - Water Works
Item Rate
120 days
GE FARIDKOT
Class D
Category a(ii)
10 documents required · 10 mandatory
₹500
GE FARIDKOT
₹81,900
Yes
18 Feb 2020
28 Dec 2019
28 Jan 2020
28 Dec 2019
25 Jan 2020
11 Jan 2020
Amount
Dismantling of floor, hearth or wall tiling including cement mortar bedding and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.
M&L for glazed ceramic coloured tiles 450mm x 350mm x 7mm thick as in vertical surface such as skirting, dados, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over and including 15mm thick rendering in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster of any description from brick walls or concrete surfaces including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 15mm thick on fair faces of brick or concrete surfaces of wall in cement mortar (1:6) finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plastered or unplastered surface on wall and applying three coats of white wash complete all as specified & directed by Engineer-in-Charge.
M&L for 15 mm thick rendering on fair faces of brick or concrete surfaces of walls in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-Charge.
M&L for preparation of new plastered or pointed surfaces of walls and applying two coats of cement based paint over a coat of cement primer complete all as specified and directed by Engineer-in-Charge.
M&L for 15 mm thick rough cast plaster over & including rendering 10mm thick in cement mortar (1:4) on fair faces of brick or concrete surfaces complete all as specified & directed by Engineer-in-Charge.
Demolition & breaking up drain pipes (salt glazed ware, AC or reinforced concrete) 200mm bore set in cement mortar including concrete around pipe in any description complete all as specified and as directed by Engineer-in-charge.
Demolition & breaking up drain pipes (salt glazed ware, AC or reinforced concrete) 300mm bore set in cement mortar including concrete around pipe in any description complete all as specified and as directed by Engineer-in-charge.
Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth; or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations etc. in soft/loose soil, & getting out complete all as specified and directed by Engineer-in-Charge.
All as per item No 11 above but depth exceeding 1.5m and not exceeding 3.0m Complete all as specified & directed by Engineer-in-charge .
Supply only integral water proofing compound complete all as specified and as directed by the Engineer-in-Charge. Make : Dr Fixit/Fosroc/BASF/STP
M&L for rendering 10mm thick on any surfaces in cement mortar (1:3) finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work or stone /boulder masonry, built in cement mortar or cement lime mortar including all quoins, pillars etc of any description and in any position complete all as specified and directed by Engineer-in-Charge.
Material and labour for brick work in wall using Fly Ash bricks (old size bricks) straight or curved on plan to any radius built in cement mortar (1:6) complete all as specified & directed by Engineer-in- charge.
All as per Sl Item No 16 here-in-before except brick complete all as specified and directed by Engineer-in-Charge.
M & L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundationof poles/struts, filling and mass concrete, complete all as specified and directed by Engineer-in-charge .
Supplying, laying, jointing and testing reinforced concrete pipes 200mm bore ISI marked , class NP-2 laid and jointed with collars complete all as specified and directed by Engineer-in-Charge. Note- Make will be got approved from GE
Supplying, laying, jointing and testing reinforced concrete pipes 300mm bore ISI marked , class NP-2 laid and jointed with collars complete all as specified and directed by Engineer-in-Charge. Note- Make will be got approved from GE
M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate concrete bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested complete for 200mm bore pipes complete all as specified and directed by Engineer-in-Charge.
M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate concrete bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested complete for 300mm bore pipes complete all as specified and directed by Engineer-in-Charge.
M & L for cutting into existing manholes for connecting new 200mm internal dia drain pipe, making good pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-1 smooth finished and reforming benching as required complete all as specified and directed by Engineer-in-Charge.
Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15cm thickness (below or above ground level) of any description complete all as specified and directed by Engineer-in-Charge.
M&L for broken brick hardcore of gauge not exceeding 63mm deposited, spread and leveled in layers not exc 15cm thick, watered and rolled/rammed to a true surfaces complete all as specified and directed by Engineer-in-Charge
M & L for sand filling under floors or in foundation including watering and consolidated complete all as specified and directed by Engineer-in-Charge.
M&L for 60mm thick precast machine pressed coloured interlocking paving blocks M-35 grade using grey cement and pigment, of any shape and size conforming to IS 15658-2006 complete all as specified and directed by Engineer-in-Charge.
M & L for (machine made) pre-cast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in kerb stone of any size with plain fair faces, smooth finish, including chamfering, weathering, throating etc set in cement mortar 1:4, including necessary form work and excavation & earth work for embedding kerb stone at a depth as directed & temping around kerb stone and removal of surplus soil to a distance n.exc 50 metre & depositing where directed complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plastered or unplastered surface of walls and applying two coat of plastic emulsion paint over a coat of primer complete all as specified & directed by Engineer-in-Charge.
Returning, filling in soft/loose soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified & directed by Engineer-in-charge.
Removal of excavated surplus soil to a distance n.exc 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge .
Demolition of plain cement concrete as in manhole, bedding of sewer line of any discription and in any position not otherwise specifically provided including disposal of rubbish to a distance exceeding 1 KM but not exceeding 1.5 KM complete all as specified and as directed by Engineer-in-charge.
S & F mild steel TMT bars10 mm dia and over, in reinforcement cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in- charge.
M & L for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in kerb, coping, bed plates, etc including weathering, slightly rounded or chamfered angle and throating, necessary form work and fair finishing all exposed faces of concrete without using extra cement complete all as specified and directed by Engineer-in-charge
M&L for providing Reinforced cement concrete (1:2:4) type B1, using 20mm graded stone aggregate as in slab supported on wall, chajjas drop, manhole cover and the like including necessary formwork complete all as specified and directed by Engineer-in-Charge.
M&L cutting channel, groove or rebates n exc 15 cm girth and trimming surface with or without reinforcement complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement MS Pipes heavy grade with all fittings laid in floors or fixed to walls and ceilings etc of size 100mm bore complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement MS Pipes heavy grade with all fittings laid in floors or fixed to walls and ceilings etc of size 80mm bore complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement MS Pipes heavy grade with all fittings laid in floors or fixed to walls and ceilings etc of size 65mm bore complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement MS Pipes heavy grade with all fittings laid in floors or fixed to walls and ceilings etc of size 50mm bore complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement butterfly valve of size 100mm dia complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement butterfly valve of size 80mm dia complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement butterfly valve of size 65mm dia complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement butterfly valve of size 50mm dia complete all as specified and directed by Engineer-in-Charge.
M&L for Brick work using old size burnt clay subclass 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
M&L in replacement mild steel flanges welded to MS tubes of any description including necessary nut, bolts, washers, tees, bends, dead plates and MS clamps complete all as specified and directed by Engineer-in-Charge
M&L for MBBR media made of poly propylene with virgin plastic UV stabilized milky white/black specific gravity 0.95 to 0.98 complete all as specified and directed by Engineer-in-Charge.
Supply and fix stainless steel grade (SS-304) pipe varying from 20mm to 80mm dia with all fittings and fixtures for provision of air grid laid in floors or fixed in wall, ceiling etc including necessary welding joints etc complete all as specified and directed by Engineer-in-Charge
M&L for Tube Settler modules made of PVC complete all as specified and directed by Engineer-in-Charge
S&F of bar screen unit 90mmx1100mmx1100mm size consisting of 02 Nos of bar screens made of 3mmx30mmx650mm strips spaced at a centre distance of 30mm and fixed at an angle of 60 degrees to horizontal, all bar strips firmly welded to single frame of 30x30x3mm thick as shown in drawings given by GE, entire bar screen unit is made in stainless steel 304 grade material and bolted to side walls, using anchor bolts of SS 304 material in the middle of bar screen chamber complete all as specified and directed by Engineer-in-Charge
M&L dismantling and strip opening of worn out/defective electric motor, taking out burnt stator winding, servicing cleaning of stator slots, bearing bushes etc rewinding of stator coils with superior quality of copper enamel wire of existing size and specification including insulation material, varnishing and drying, complete reassembling, testing istalled and connected at original location of capacity 10HP, 3 phase, 415 volts AC supply complete all as specified and directed by Engineer-in-Charge
Supply only filter stone sand media 5 to 10mm same as existing specification and size to be incorporated for sludge drying beds complete all as specified and directed by Engineer-in-Charge.
Supply and fixing MCCB 63 Amp, 3 phase, four pole, 415 Volts with fixed thermal & fixed magnetic setting and short circuit protection and breaking capacity of 18 KA including copper extension terminals thimbles, nut bolts, washers etc complete all as specified & directed by Engineer-in-Charge
Supply and fixing MCCB 100 Amp, 3 phase, four pole, 415 Volts with fixed thermal & fixed magnetic setting and short circuit protection and breaking capacity of 18 KA including copper extension terminals thimbles, nut bolts, washers etc complete all as specified & directed by Engineer-in-Charge
Desludging of silt / sludge deposited at the bottom of equilization tank, sedimentation tank, MMBR-I and MBBR-II including removal of weeds, bushes and vegitation etc. inside the tank after dewatering complete all as specified and directed by Engineer-in-Charge Note : Dewatering of tank shall be carried out by the contractor at his own arrangement along the silt by means of pumping or any other approved means for which the coast is deemed to be included in the unit rate quoted without damaging the surface, floor, wall of tank.
Supplying and fixing for structural steel work for support Fe-290 Gde-E-165 including two coats of synthetic enamel paint (under and finished coat) over a coat of zinc chromate primer complete all as specirfied and directed by Engineer-in-Charge. -------------------------------------------------------------------------------------------------------------- Note : A sum of Rs. 40,310.00 will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 22 (Schedule of Credit) of Tender document
OBEROI CONSTRUCTION CORPORATION
M/s Balvinder Singh Engineer and Contractors
V R TRADERS
Chandel Construction Company
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .