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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₹30.5 LAccepted-Finance 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L1 | Accepted-Finance Being Lowest | |
| 2 | L2₹32.0 L+₹1.5 L (5.03%)Accepted-Finance PLOT NO 10 9 OM VIHAR PHASE 1 A UTTAM NAGAR NEW DELHI 110059 | WEST DELHI | DELHI | 110059 | L2 | Accepted-Finance Not Being Lowest | |
| 3 | L3₹33.3 L+₹2.8 L (9.12%)Accepted-Finance | L3 | Accepted-Finance Not Being Lowest | |
| 4 | L4₹42.8 L+₹12.3 L (40.2%)Accepted-Finance | L4 | Accepted-Finance Not Being Lowest | |
| 5 | L5₹44.0 L+₹13.5 L (44.2%)Accepted-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L5 | Accepted-Finance Not Being Lowest |
| Sl No | Description | Qty | Unit | M/S ANIL KUMAR L1 | imran construction company L5 | M/s M M BAHL L9 | A S CONSTRUCTION CO. L8 | Lamba Enterprises L2 | UNIQUE BUILDERS L7 | J S CONSTRUCTION CO L6 | M/S MANINDER CONSTRUCTION CO. L4 | DEEP BUILDER L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 50 | CUM | 199 ₹9,950 | 145 ₹7,250 | 400 ₹20,000 | 350 ₹17,500 | 229 ₹11,450 | 100 ₹5,000 Lowest | 110 ₹5,500 | 275 ₹13,750 | 600 ₹30,000 |
| 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 | 25 | CUM | 219 ₹5,475 | 200 ₹5,000 | 700 ₹17,500 | 450 ₹11,250 | 210 ₹5,250 | 50 ₹1,250 Lowest | 185 ₹4,625 | 275 ₹6,875 | 600 ₹15,000 |
| 3.00 | Excavation in trenches in any type of Hard dense soil not exc 1.5m wide and exc 1.50 mtr but not exc 4.50 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 | 15 | CUM | 679 ₹10,185 | 250 ₹3,750 | 770 ₹11,550 | 500 ₹7,500 | 160 ₹2,400 | 50 ₹750 Lowest | 225 ₹3,375 | 300 ₹4,500 | 700 ₹10,500 |
| 4.00 | 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. | 20 | CUM | 29 ₹580 Lowest | 200 ₹4,000 | 100 ₹2,000 | 100 ₹2,000 | 120 ₹2,400 | 155 ₹3,100 | 110 ₹2,200 | 150 ₹3,000 | 70 ₹1,400 |
| 5.00 | Removing excavated materials to a distance exc 1.50 Km but not exc 5 Km outside defence land and depositing where directed. | 20 | Cum | 79 ₹1,580 | 200 ₹4,000 | 50 ₹1,000 Lowest | 300 ₹6,000 | 120 ₹2,400 | 100 ₹2,000 | 158 ₹3,160 | 150 ₹3,000 | 80 ₹1,600 |
| 6.00 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded aggregates for bedding layers including haunching laid 600/450/300/200/150mm internal dia RCC pipes after they are laid and tested complete all as specified (thickness of concrete bed 100 mm). | 1,800 | RM | 59 ₹1,06,200 | 60 ₹1,08,000 | 149 ₹2,68,200 | 150 ₹2,70,000 | 199 ₹3,58,200 | 100 ₹1,80,000 | 30 ₹54,000 Lowest | 60 ₹1,08,000 | 170 ₹3,06,000 |
| 7.00 | M & L for 600 MM dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars | 750 | RM | 1,609 ₹12,06,750 | 2,500 ₹18,75,000 | 3,000 ₹22,50,000 | 2,600 ₹19,50,000 | 1,250 ₹9,37,500 Lowest | 2,800 ₹21,00,000 | 2,850 ₹21,37,500 | 2,690 ₹20,17,500 | 1,680 ₹12,60,000 |
| 8.00 | M & L for 450 MM dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars | 400 | RM | 1,309 ₹5,23,600 | 3,000 ₹12,00,000 | 2,100 ₹8,40,000 | 2,300 ₹9,20,000 | 850 ₹3,40,000 Lowest | 2,500 ₹10,00,000 | 2,900 ₹11,60,000 | 2,000 ₹8,00,000 | 1,160 ₹4,64,000 |
| 9.00 | M & L for 300 MM dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars | 400 | RM | 1,099 ₹4,39,600 | 300 ₹1,20,000 | 500 ₹2,00,000 | 1,150 ₹4,60,000 | 750 ₹3,00,000 | 320 ₹1,28,000 | 200 ₹80,000 Lowest | 1,220 ₹4,88,000 | 800 ₹3,20,000 |
| 10.00 | 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. | 150 | RM | 499 ₹74,850 | 600 ₹90,000 | 550 ₹82,500 | 600 ₹90,000 | 650 ₹97,500 | 660 ₹99,000 | 750 ₹1,12,500 | 500 ₹75,000 | 450 ₹67,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹76,000
Closing Date
28 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
LT COL MANISH E WASNIK
GE (CENTRAL) DELHI CANTT-10
8825/TOKEN-121/2025-26
2026_MES_747594_1
GE/TOKEN-121/2025-26
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
₹76,000
Yes
18 Feb 2026
7 Jan 2026
30 Jan 2026
7 Jan 2026
28 Jan 2026
21 Jan 2026
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
Excavation in trenches in any type of Hard dense soil not exc 1.5m wide and exc 1.50 mtr but not exc 4.50 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 including haunching laid 600/450/300/200/150mm internal dia RCC pipes after they are laid and tested complete all as specified (thickness of concrete bed 100 mm).
M & L for 600 MM dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars
M & L for 450 MM dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars
M & L for 300 MM dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars
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.
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 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 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
M&L RCC(NOMINAL MIX) M-20 (Type B1 1:2:4 Using 20mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like.(as per drawing attached)
M&L for Mild steel 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 complete all as specified and as directed
M&L for Mild steel TMT bars 6mm to 8mm dia , 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 complete all as specified and as directed
M&L for Formwork to soffits of Curved suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping)
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..
M&L for 22 to 25mm chequered ultra tiles over 15 mm thick screed bed in cm 1:6 and jointed and pointed in white cement mixed with pigment to match the shade of tiles of flooring all as directed.
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