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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-Finance | L1 | Accepted-Finance OK | |
| 2 | L2₹26.1 L+₹2.2 L (9.18%)Accepted-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L2 | Accepted-Finance OK | |
| 3 | L3₹26.6 L+₹2.8 L (11.6%)Accepted-Finance | L3 | Accepted-Finance OK | |
| 4 | L4₹28.5 L+₹4.6 L (19.5%)Accepted-Finance | L4 | Accepted-Finance OK | |
| 5 | L5₹28.6 L+₹4.7 L (19.7%)Accepted-Finance | L5 | Accepted-Finance OK |
| Sl No | Description | Qty | Unit | M/S VERMA BUILDER L5 | a.k constructions L3 | M/S GR construction compony L1 | imran construction company L2 | M/s M M BAHL L4 | Lamba Enterprises L9 | M/S MSD & Associate L8 | J S CONSTRUCTION CO L7 | M/s SAAR ENGINEERS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in Hard dense Soil complete all as specified.Note; Most of the Excavation will be done manually and no extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor. | 40 | CUM | 600 ₹24,000 | 300 ₹12,000 | 100 ₹4,000 Lowest | 120 ₹4,800 | 444 ₹17,760 | 350 ₹14,000 | 230 ₹9,200 | 550 ₹22,000 | 288 ₹11,520 |
| 2.00 | Excavation in trenches inany type of Hard dense soil not exc 1.5m wide and exc 1.50 mtr but not exc 3.00 mtr in depth for foundation etc and getting out in hard dense soil complete all as specified.Note; Most of the Excavation will be done manually and no extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor. | 30 | CUM | 700 ₹21,000 | 500 ₹15,000 | 100 ₹3,000 Lowest | 165 ₹4,950 | 444 ₹13,320 | 350 ₹10,500 | 340 ₹10,200 | 550 ₹16,500 | 325 ₹9,750 |
| 3.00 | 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/disintegrated soil or rocks complete all as specified. | 10 | CUM | 100 ₹1,000 | 40 ₹400 Lowest | 100 ₹1,000 | 75 ₹750 | 88 ₹880 | 120 ₹1,200 | 90 ₹900 | 450 ₹4,500 | 300 ₹3,000 |
| 4.00 | Removing excavated materials to a distance exc 1.50 Km but not exc 5 Km outside defence land and depositing where directed. | 10 | Cum | 500 ₹5,000 | 600 ₹6,000 | 100 ₹1,000 | 120 ₹1,200 | 88 ₹880 Lowest | 210 ₹2,100 | 340 ₹3,400 | 550 ₹5,500 | 650 ₹6,500 |
| 5.00 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded aggregates for bedding layers laid (SN8) 180(OD)/163(ID) mm internal dia DWCPE pipes after they are laid and tested complete all as specified (thickness of concrete bed 100 mm). | 250 | RM | 250 ₹62,500 | 200 ₹50,000 | 120 ₹30,000 | 165 ₹41,250 | 119 ₹29,750 Lowest | 175 ₹43,750 | 650 ₹1,62,500 | 155 ₹38,750 | 225 ₹56,250 |
| 6.00 | S&F DWCPE(SN8) 180(OD)/163(ID) mm dia pipes and Snap fit/ Push fit coupler with rubber ring/ gasket for joining incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified. | 500 | RM | 800 ₹4,00,000 | 500 ₹2,50,000 | 450 ₹2,25,000 Lowest | 485 ₹2,42,500 | 589 ₹2,94,500 | 950 ₹4,75,000 | 540 ₹2,70,000 | 550 ₹2,75,000 | 485 ₹2,42,500 |
| 7.00 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded aggregates for bedding layers laid DWCPE(SN8) 200(OD)/175(ID) pipes after they are laid and tested complete all as specified (thickness of concrete bed 150mm). | 300 | RM | 300 ₹90,000 | 250 ₹75,000 | 120 ₹36,000 Lowest | 185 ₹55,500 | 169 ₹50,700 | 250 ₹75,000 | 750 ₹2,25,000 | 155 ₹46,500 | 225 ₹67,500 |
| 8.00 | S&F DWCPE(SN8) 200(OD)/175(ID) mm dia pipes and Snap fit/ Push fit coupler with rubber ring/ gasket for joining incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified. | 600 | RM | 550 ₹3,30,000 | 600 ₹3,60,000 | 550 ₹3,30,000 | 525 ₹3,15,000 Lowest | 599 ₹3,59,400 | 1,250 ₹7,50,000 | 580 ₹3,48,000 | 700 ₹4,20,000 | 645 ₹3,87,000 |
| 9.00 | M&L PCC 1 : 4 : 8 type D2 using 40mm graded stone aggregates as in foundation of manholes, posts etc complete all as specified. | 8.11 | CUM | 3,500 ₹28,385 | 3,300 ₹26,763 | 3,000 ₹24,330 | 3,200 ₹25,952 | 1,000 ₹8,110 Lowest | 3,210 ₹26,033.1 | 2,500 ₹20,275 | 2,800 ₹22,708 | 2,999 ₹24,321.89 |
| 10.00 | M&L for brick work with sub class 'B' bricks old size bricks strainght or curved on plan exc 6m mean radius built in CM 1 : 4 complete all as specified. | 70 | CUM | 3,200 ₹2,24,000 | 4,800 ₹3,36,000 | 3,000 ₹2,10,000 Lowest | 3,200 ₹2,24,000 | 3,999 ₹2,79,930 | 3,500 ₹2,45,000 | 4,300 ₹3,01,000 | 4,500 ₹3,15,000 | 5,999 ₹4,19,930 |
Tender Value
₹50.0 L
EMD Value
₹99,940
Closing Date
30 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
MAJ MANISH E WASNIK
GE (CENTRAL) DELHI CANTT-10
GE/TOKEN-29/2025-26
2025_MES_718164_1
GE/TOKEN-29/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE (CENTRAL) DELHI CANTT-10
AS PER NIT
9 documents required · 9 mandatory
₹500
Yes
GE (CENTRAL) DELHI CANTT-10
₹99,940
Yes
7 Aug 2025
2 Jul 2025
1 Aug 2025
2 Jul 2025
30 Jul 2025
16 Jul 2025
Amount
Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in Hard dense Soil complete all as specified.Note; Most of the Excavation will be done manually and no extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor.
Excavation in trenches inany type of Hard dense soil not exc 1.5m wide and exc 1.50 mtr but not exc 3.00 mtr in depth for foundation etc and getting out in hard dense soil complete all as specified.Note; Most of the Excavation will be done manually and no extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor.
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/disintegrated soil or rocks complete all as specified.
Removing excavated materials to a distance exc 1.50 Km but not exc 5 Km outside defence land and depositing where directed.
M&L for cement concrete 1:3:6 type C-2 using 40mm graded aggregates for bedding layers laid (SN8) 180(OD)/163(ID) mm internal dia DWCPE pipes after they are laid and tested complete all as specified (thickness of concrete bed 100 mm).
S&F DWCPE(SN8) 180(OD)/163(ID) mm dia pipes and Snap fit/ Push fit coupler with rubber ring/ gasket for joining incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified.
M&L for cement concrete 1:3:6 type C-2 using 40mm graded aggregates for bedding layers laid DWCPE(SN8) 200(OD)/175(ID) pipes after they are laid and tested complete all as specified (thickness of concrete bed 150mm).
S&F DWCPE(SN8) 200(OD)/175(ID) mm dia pipes and Snap fit/ Push fit coupler with rubber ring/ gasket for joining incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified.
M&L PCC 1 : 4 : 8 type D2 using 40mm graded stone aggregates as in foundation of manholes, posts etc complete all as specified.
M&L for brick work with sub class 'B' bricks old size bricks strainght or curved on plan exc 6m mean radius built in CM 1 : 4 complete all as specified.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1 : 4 mixed with water proofing compound finished even and smooth without using extra cement complete all as specified. (Water proofing compound shll be measure and paid separatelly).
M&L for PCC 1 : 2 : 4 type B2 using 20mm graded aggregates as in surfaces channels and drains complete all as specified.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement incl forms, moulds, mitred/stoped ends etc complete all as specified.
M&L Mild steel Round/TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
M&L Providing pre cast RCC type B1 20mm graded aggregate 1:2:4 in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces.
Demolition of brick work built in cement mortar incl all quoins, arches, pillars etc Complete all as specified.
Demolition and breaking up drain pipes of 100mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar.
Demolition and breaking up drain pipes of 150mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar.
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 finished smooth and reforming benching as required for 100 mm dia pipes complete all as specified.
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 finished smooth and reforming benching as required for 150 mm dia pipes complete all as specified.
M&L for 50mm thick PCC 1:3:6 type C2 using 20mm graded stone agg as in sub base complete all as specified.
Cutting and Felling of trees, bamboos, n exc. 30 cm girth including cutting of trunk and branches and stacking of serviceable material and disposal of unserviceable material to a distance n exc. 50m and clearing site.
S & F in replacement for precast fibre reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 1000mmx500mmx80mm omplete all as specified and as directed.
S & F in replacement for precast plastic fibre reinforced cement concrete Manhole covers with frame medium duty of overall size 450mmx450mmx50mm factory made all as specified and directed by Engineer-in-Charge.
S & F in replacement for precast fibre reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 900mmx900mmx80mm omplete all as specified and as directed.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for.
M&L for PCC( 1:2:4 ) type B-1 using 20mm graded stone as in padding on roof correction of slope and roof kerbs all as specified and directed.
M&L providing and applying the plaster with single component ready to use repair mortar (SMART CARE REPAIR MORTAR or equivalent) capable of applying 15mm average thickness in single layer and finishing with trowel with a bond coat: SBR polymer (@ 10% of cement weight) modified cementious bond coat @ 2.2 kg cement/Sqm of surface area mixed with specified portion of AP SMARTCARE or like APP treatment/bricik/roof plaster equivalent Repair Polymer including taking down existing roof treatment of any type including raking out joints, hacking for key, scrubbing down with water etc., to receive further treatment, complete all as specified land as directed. Note: The application shall be executed on any type of surface and on horizontal/Vertical areas.
M&L providing and applying Smartcare Dampproof, a fibre reinforced elastomeric liquid water proofing membrane formulated with reinforcing acrylic fibers having Sun Reflectivity Index (SRI) of 105 on horizontal/vertical surfaces of roof/wall/chajas in multiple coats @2.0 litre/sqm. Primary [coat is self-priming coat of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1, damp proof : water) and other coats to be applied undiluted. The coating needs to be reinforced with 40 GSM geotextile, to sandwiched between 2nd & 3rd coat of coating. The application shall be carried out after scrapping and properly cleaning the APP(Atactic polyproplene) surface to remove loose particles with wire brushes complete in all respect as per the direction of Engineer-in-Charge. Note :- 1. Stage for prepration of surfaces shall be got approved from GE before applying the finishes. 2. Material shall be procured from manufacturer and work shall be got executed through authorised applicator. Note rate quoted up to G+2 bldg including scaffolding.
Taking up or down steel tubing 15 mm bore, and connections, including cleaning for re-fixing or removal to store in repairs complete all as specified.
S & F 15 mm bore, steel water tubing, medium grade, galvanized, with all fitting and fixed complete to walls and ceiling or laid into floor in repairs complete all as specified.
Refixing only 15 mm water tubes, any grade, to walls and ceilings or laying in floors in repairs complete all as specified.
Taking up or down steel tubing 20 mm bore, and connections, including cleaning for re-fixing or removal to store in repairs complete all as specified.
S & F 20 mm bore, steel water tubing, medium grade, galvanized, with all fitting and fixed complete to walls and ceiling or laid into floor in repairs complete all as specified.
Refixing only 20 mm water tubes, any grade, to walls and ceilings or laying in floors in repairs complete all as specified.
Dismentling water tank and removing to store.
Disconnecting existing tanks of cap 1000 ltrs, setting aside (or lower ing if required) for repairs, cleaning, etc. and hoisting if required re- connecting and re-fixing in position and Cleaning and removing all scale and dirt, etc. from tanks and form mouths of circulating pipes, etc.
S & Fin repair 1000 ltr capacity three layer white colour rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position including dismantling old water tank all as specified in SSR Part I.
S&F 110mm bore (SWR) pipes single socketed in any length with rubber ring joints fixed to walls/floor complete all as specified and directed.
S&F PVC (SWR) bend any radius 110mm bore complete all as specified and directed
S&F Framed mild steel work as in tank stagging , doors or gates of angle or other sections with gusset plates, rails, braces, tank stagging etc complete drilled for fixing of steel sheeting or other covering doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings(exclusive of steel sheeting or other covering, running rails and gurders) and hanging also fastening and complete all as specified and directed (Fe-410-W(Gde E-250)Quality-A).
M&L for preparation of new or previously untreated steel surfaces over 10cm in width or girth and applying two coats of syanthetic anamel paint over one coat of red oxide Complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:3:6 type C1 using 20 mm graded stone aggrgate as in coping, kerbs or to fix steel posts complete all as specifed and as directed.
Excavating in post holes soft/loose soil (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,
M&L for Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) includingdistance pieces, cleats etc.Fe 410 -W (GdeE- 250) quality A all as specified and directed.
S&F Pre-painted galvalume aluminum Zinc coating GI based Corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified.
M&L for Straight or Circular raking cutting Fair cutting n exc 10 cm width or girth on exposed surfaces of brickwork such as in splays, chamfers, etc.including rubbed finish and good well surface all as specified and directed.
M&L for 100mm thick PCC (1:4:8) Ty D2 as in sub base over rammed earth.
M&L for cement concrete 1:2:4 type B1(using 20mm graded stone aggregate) as in blocks for hold fast, coping, benching etc. including weathering, slightly rounded or chamfered angles or throating including form work to concrete surfaces complete all as specified.
M&L 25 mm thick PCC 1:2:4, type B-0 using 12.5mm graded crushed aggregates as in floor surface all as specified and directed.
Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc laid, bedded and pointed in any mortar, all as specified.
S&F Exterior Endura Chequered cement concrete colour tiles 300cm X 300cm x 10mm thick set, jointed and pointed in neat cement slurry in floors with grey cement and pigments incl 15 mm thick screed bed or bedding layer for laying floor finishes of tiles CM 1:6 Complete all as specified and directed by Engineer-in-Charge.
Schedule of Credit
imran construction company (BID ID -3368725)
a.k constructions (BID ID -3368285)
M/s M M BAHL (BID ID -3368877)
M/S VERMA BUILDER (BID ID -3368014)
M/s SAAR ENGINEERS (BID ID -3377700)
J S CONSTRUCTION CO (BID ID -3376824)
M/S MSD & Associate (BID ID -3377408)
Lamba Enterprises (BID ID -3375737)
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