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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L4₹16.5 L+₹5.1 L (43.6%)Accepted-AOC PLOT NO 10 9 OM VIHAR PHASE 1 A UTTAM NAGAR NEW DELHI 110059 | WEST DELHI | DELHI | 110059 | L4 | Accepted-AOC Neither lowest nor competitive | |
| 2 | L1₹11.8 LRejected-AOC | L1 | Rejected-AOC Being lowest and competitive | |
| 3 | L2₹15.5 L+₹3.7 L (31.2%)Rejected-AOC RZ D 29A GALI NO 05 SYNDICATE ENCLAVE NEAR DABRI MORE NEW DELHI 110045 | SOUTH WEST DELHI | DELHI | 110045 | L2 | Rejected-AOC Neither lowest nor competitive | |
| 4 | L3₹15.7 L+₹3.9 L (33.1%)Rejected-AOC WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L3 | Rejected-AOC Neither lowest nor competitive | |
| 5 | L5₹17.9 L+₹6.1 L (51.3%)Rejected-AOC WZ 143 A 7A S 4 43 GALI NO 2 OLD MAHAVIR NAGAR NEW DELHI 110018 | WEST DELHI | DELHI | 110018 | L5 | Rejected-AOC Neither lowest nor competitive |
Tender Value
₹22 L
EMD Value
₹44,000
Closing Date
14 Jul 2020, 6:00 pmClosed
GE (Central) Delhi Cantt
GE (Central) Delhi Cantt
CLEANING AND REPAIR OF SEWAGE LINE AND MANHOLES IN ZONE B AND RRRC AND REPAIR TO COMPOUND WALL HARD STANDING EXTERNAL DRAIN AND OTHER MISC IN THE AREA OF AGE BR-I UNDER GE (CENTRAL) DELHI CANTT-10.
2020_MES_353878_1
GE/C-17/2020-21
Open Tender
Civil Works
Item Rate
180 days
GE (Central) Delhi Cantt
As per NIT
9 documents required · 9 mandatory
₹500
GE (Central) Delhi Cantt
₹44,000
Yes
6 Aug 2020
18 Jun 2020
16 Jul 2020
18 Jun 2020
14 Jul 2020
2 Jul 2020
18 Jun 2020 - 2 Jul 2020
Amount
Cleaning of EWCs, IWCs, bottle traps, Nahani Traps, Gully traps and Floor traps etc and CI/PVC Pipes all types top to bottom including junctions etc, Cleaning of sewage line upto GT in the area of RRC and Zone B (Md accn and all types of Accn including multistory bldg ). complete all as specified and as directed.
Cleaning of GTs in the area of RRC and Zone B (Md accn and all types of Accn) complete all as specified and as directed.
Cleaning of Manhole depth of 1.2mtr and any size of MH in the area ofRRC and Zone B (Md accn and all types of Accn) and taking out sludge and depositing complete all as specified and as directed.
Cleaning of Manhole depth exc 1.2 mtr and above of any size of MH in the area of RRC and Zone B (Md accn and all types of Accn) omplete all as specified and as directed.
Cleaning of Sewage line from GT to Ist Manhole in the area of RRC and Zone B (Md accn and all types of Accn) complete all as specified and as directed. Note-cleaning of sewage line daimeter upto 100mm to300mm
Cleaning of sewage line n.exc 10mtr length in the area of RRC and Zone B (Md accn and all types of Accn). complete all as specified and as directed. Note-cleaning of sewage line daimeter upto 100mm to300mm
Cleaning of Sewage line 0.00mtr to 20.00mtr in length in the area of RRC and Zone B (Md accn and all types of Accn) complete all as specified and as directed. (Note :- This item will be measured if length exceed from 10.00mtr.and cleaning of sewage line daimeter upto 100mm to300mm
Cleaning of Sewage line 0.00mtr to 30.00mtr in length in the area of RRC and Zone B (Md accn and all types of Accn) complete all as directed and as specified. Note :- This item will be measured if length exceed from 20.00mtr.and cleaning of sewage line daimeter upto 100mm to300mm
Cleaning of Sewage line 0.00mtr to 50.00mtr and onwards in length in the area of RRC and Zone B (Md accn and all types of Accn) complete all as directed and as specified. (Note :- This item will be measured if length exceed from 30.00mtr.and cleaning of sewage line daimeter upto 100mm to300mm
Taking down Cement plaster on brick walls built in cement mortar including raking out joints, hacking for key, scrubbing down with water etc omplete all as specified and as directed. Engr-in-Charge .
M&L for rendering 15mm thick on other than fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and as directed.
M&L for rendering 15mm thick on other than fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed.
Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Chage.
Excavation in trenches n exc 1.5m wide and exc 1.5 m but n.exc 3.0m in depth for foundation etc and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Chage.
M&L for 450 mm bore reinforced concrete pipes, class NP2, laid in trenches and jointed with collars complete all as specified and as directed.
M&L for 200mm sail-glazed stoneware drain pipes laid in trenches and jointed mplete all as specified and as directed. .
M&L for 150mm sail-glazed stoneware drain pipes laid in trenches and jointed mplete all as specified and as directed. .
M&L for cement concrete 1 : 4 : 8, type D2, using 40mm graded stone aggregates incl beding, packing under and haunching against the sides for 450mm internal dia of pipes, after they are laid and tested complete all as specified complete all as specified and directed by Engineer-in-Chage..
M&L for cement concrete 1 : 4 : 8, type D2, using 40mm graded stone aggregates incl beding, packing under and haunching against the sides for 200mm internal dia of pipes, after they are laid and tested complete all as specified (thickness of concrete bed 100mm) complete all as specified and directed by Engineer-in-Chage..
M&L for cement concrete 1 : 4 : 8, type D2, using 40mm graded stone aggregates incl beding, packing under and haunching against the sides for150mm internal dia of pipes, after they are laid and tested complete all as specified (thickness of concrete bed 100mm).
Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified.
Removal of surplus soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above starting point complete all as specified and directed by Engineer-in-Chage.
Demolation Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as specified .
M&L Brick work with subclass 'B' bricks, straight or curved on plan exc 6m mean radius built in Cm 1:6 all as specified and directed.
All as per item No 24 but exept brick
S & F in replacemen precast fibre reinforced cement concrete Manhole cover including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 450mmx450mmx50mm omplete all as specified and as directed Make : M/s Polycrete or equivalent make as approved..
S & F in replacemen precast fibre reinforced cement concrete Manhole cover including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 1000mmx500mmx75mm omplete all as specified and as directed Make : M/s Polycrete or equivalent make as approved..
M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 or 3/4 section) in cement concrete 1 : 2 : 4 type B1 using 20mm graded stone aggregate finished smooth and reforming benching as required for 150mm dia pipes complete all as specified.
Dewatering/desludging of septic tanks, soakage wells etc of any depth, cleaning of all sludge, silt residue of both organic and inorganic nature by manual labour or by mechanical scrappers etc and disposal off the same out side the defence area all as specified and directed by Engr-in-Charge.
Mechanically used water fitting Hydraulic pressure machine and water sucking hydraulic pressure machine jet pressure for cleaning of sewage line shall be used by the contractor as per direction of Engineer-in-Charge as on required basis. Job shall be completed to the entire satisfaction of GE. (For RRRC and Zone - B.) Note ;- Hydraulic pressure machine and water sucking hydraulic pressure machine shall be of adequate capacity. Rate quoted are deemed to be inclussive of all for one day complete.
M&L for cement concrete 1:2:4 type B-I, using 20 mm graded stone aggregate as in coping and similar work incl necessary form work to obtain a smooth finishes complete all as specified and as directed.
M&L PCC 1:4:8 type D2 using 40mm graded stone aggregates as in foundation complete all as specified and as directed.
S&F in repair 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with clamps etc including taking out/dismentling of old pipe complete all as specified.
S&F in repair 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with clamps etc including taking out/dismentling of old pipe complete all as specified.
S&F in repair PVC (SWR) bends any radius, 110 mm bore complete all as specified and directed by Engineer-in-Chage.
S&F in repair PVC (SWR) bends any radius, 75 mm bore complete all as specified and directed by Engineer-in-Chage.
Supply and fix in replacement of broken cast iron (sand cast) soil, waste and vent pipes in any length, with or without ears, with cement joints, laid in trenches including excavation and PCC bedding and haunching in below ground level or in floors or fixed to walls with clamps etc, bore of pipe 75mm complete all as specified and directed.
Supply and fix in replacement of broken cast iron (sand cast) soil, waste and vent pipes in any length, with or without ears, with cement joints, laid in trenches including excavation and PCC bedding and haunching in below ground level or in floors or fixed to walls with clamps etc, bore of pipe 100mm complete all as specified and directed.
S&F in repair 100 mm bore cast iron bends complete all as specified and as directed by Engineer-in-Charge.
S&F in repair 75 mm bore cast iron bends complete all as specified and as directed.
Demolition of stone slab and tiles of any description or thickness in floor apron etc complete all as specified and directed by Engineer-in-Charge.
S&F Cequered cement concrete tiles with grey cement and pigment 25cm X25cm X 22mm thick set jointed and pointed in neat cement slurry in floors and including 75mm thick cement concrete type D-2 1:4:8 and incl 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
M&L for machine pressed precast concrete interlocking paver block 60mm thick M-35 grade any shape and size with grey cement and pigment complete all as specified and directed by Engineer-in-Charge.
M&L for sand filling under floor or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
M & L for 100 mm thick cement concrete type D-2, 1:4:8 (40 mm graded stone aggregate) as in sub base all as specified.
M&L for precast cement concrete 1:2:4 type B-0 (using 12.5mm stone graded agg) as in louversand jallies 40mm thick designed as fort pattern (measured solid) including all moulding but exceeding frame and set in CM1:4 all as per sample shown and directed by engineer-in -charge.
M&L providing CM 1:2:4 Type B-0 12.5 mm graded agg. In precast coppings incl slightly rounded chemered angles and throating including necessary form work complete.
M&L for Reinforced cement concrete 1:1.5:3 Type A-1 (20 mm graded agg) in shelves & similar items complete all as specified and as directed by Engineer-in-Charge
Use and waste of form work to soffits of suspended slabs such as roof slab, Chajja, platforms and landings etc not exc 200mm thick (horizontal or sloping) for fair finished surfaces of concrete complete all as specified and directed.
S&F TMT steel bars of 10 mm dia and over,cut to length bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to. complete all as specified and as directed.
M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specifed as direted by Engr-in-charge.
M&L for complete removal exising teratment from old surface of wall by scrubbing with hard brushing, brooming down or steel wire brushing scraping down smook soot mould moss and efforescent salts and treating oil and greasy spots as applicable and washing with water & applying one coat of cement based paint complete all as specified and directed.
Material and labour for rotational moulded polyethylene water storage tanks white colour 1000 lts capacity, triple layered (cylindrical vertical with closed top) hoisted and fixed in position including 25 mm dia brass float valve and polyethylene ball including taking out existing unserviceable overhead tank of any description (Make : Syntex/Polywell/SPL/ROTAX) (ISI Marked)
S&F 20 mm bore tank nipple suitable for HDPE water tank. (Minimum weight 15 mm-38gms/20mm- 45gms /25mm- 65gms) complete all as specified and directed
S&F flot valves 20mm bore high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic bal screwed for iron pipe and fixed. (Minimum weight 20mm-210 gms complete all as specified and directed
Note :- Total amount of Sch of credit is Rs 42830.00 as per Sch of credit. Net contract sum shall be total quoted amount of bidder (-) amount of Sch of credit.
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