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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹24.2 L+₹1.9 L (8.32%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹25.9 L+₹3.5 L (15.8%)Admitted-Finance 08 PINK ENCLAVE MAHESH NAGAR BALAJI VIHAR GOPALPURA JAIPUR RAJASTHAN 302015 INDIA | JAIPUR | RAJASTHAN | 302015 | L3 | Admitted-Finance | |
| 4 | L4₹27.7 L+₹5.4 L (24.0%)Admitted-Finance H NO 154 VILLAGE SHIKARPUR PO NAJAFGARH NEW DELHI 110043 | WEST | DELHI | 110043 | L4 | Admitted-Finance | |
| 5 | L5₹29.7 L+₹7.4 L (33.0%)Admitted-Finance 1 218 1C SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vipul Construction L7 | M/s Shubh Enterprises L4 | MAA SANTOSHI ENTERPRISES L9 | yameen enterprises L2 | M/S DABAS CONSTRUCTIONS L6 | RK TRADERS L8 | THE LOTUS BUILDTECH L5 | SHRI RADHA GOPINATH AND CO L1 | M/S SIMRAN CONSTRUCTION CO L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 1,500 | Sqm | 25 ₹37,500 | 50 ₹75,000 | 50 ₹75,000 | 20 ₹30,000 | 100 ₹1,50,000 | 150 ₹2,25,000 | 46 ₹69,000 | 10 ₹15,000 Lowest | 22 ₹33,000 |
| 2.00 | Excavation of mud/soft/loose soils in trenches not exc 1.50m wide and not exc 1.50m in depth for foundation etc. or for shafts, wells, cesspits, manholes, drain, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth including any type old pipe and getting out complete all as specified and directed. | 1,003 | Cum | 250 ₹2,50,750 | 100 ₹1,00,300 | 230 ₹2,30,690 | 90 ₹90,270 Lowest | 150 ₹1,50,450 | 250 ₹2,50,750 | 106 ₹1,06,318 | 100 ₹1,00,300 | 123 ₹1,23,369 |
| 3.00 | Excavation of hard/dense soils in trenches not exc 1.50m wide and not exc 3.00m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 3.00 m in depth including any type old pipe and getting out complete all as specified and directed. | 27 | Cum | 550 ₹14,850 | 110 ₹2,970 Lowest | 790 ₹21,330 | 350 ₹9,450 | 180 ₹4,860 | 300 ₹8,100 | 260 ₹7,020 | 200 ₹5,400 | 166 ₹4,482 |
| 4.00 | Returning, filling in including spreading leveling, watering and well ramming in layers not exc 25 cm of soil all as specified & directed. | 639 | Cum | 100 ₹63,900 | 110 ₹70,290 | 90 ₹57,510 | 30 ₹19,170 Lowest | 80 ₹51,120 | 150 ₹95,850 | 116 ₹74,124 | 30 ₹19,170 Lowest | 55 ₹35,145 |
| 5.00 | Removing surplus soil to a distance exceeding exc. 1.50 km but not exc. 5 km and depositing where directed | 616 | Cum | 125 ₹77,000 | 200 ₹1,23,200 | 90 ₹55,440 | 30 ₹18,480 Lowest | 450 ₹2,77,200 | 150 ₹92,400 | 116 ₹71,456 | 50 ₹30,800 | 66 ₹40,656 |
| 6.00 | Cutting into existing manholes for connecting 150/200mm bore of pipe to new drains making good to 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 B1 (using 20mm graded stone aggregate, smooth finished and reforming benching as required complete all as specified and directed. | 10 | Each | 1,000 ₹10,000 | 1,200 ₹12,000 | 390 ₹3,900 | 250 ₹2,500 | 450 ₹4,500 | 100 ₹1,000 Lowest | 600 ₹6,000 | 200 ₹2,000 | 175 ₹1,750 |
| 7.00 | M&L cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) in bed of drain pipe 150mm bore pipe including forming cradles complete all as specified and directed.
Note : Thickness of bed below the barrel of pipes 100 mm for pipes 150mm dia and width D+300mm. | 900 | RM | 165 ₹1,48,500 | 120 ₹1,08,000 | 249 ₹2,24,100 | 60 ₹54,000 | 200 ₹1,80,000 | 50 ₹45,000 Lowest | 246 ₹2,21,400 | 70 ₹63,000 | 89 ₹80,100 |
| 8.00 | M&L cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) in bed of drain pipe 200mm bore pipe including forming cradles complete all as specified and directed.
Note : Thickness of bed below the barrel of pipes 150 mm for pipes 200mm dia and width D+300mm. | 1,000 | RM | 185 ₹1,85,000 | 130 ₹1,30,000 | 290 ₹2,90,000 | 60 ₹60,000 | 250 ₹2,50,000 | 50 ₹50,000 Lowest | 260 ₹2,60,000 | 80 ₹80,000 | 99 ₹99,000 |
| 9.00 | M&L for 150mm nominal size (DWCPE) Double wall corrugated polyethylene pipe (SN8) including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and directed. | 900 | RM | 565 ₹5,08,500 | 390 ₹3,51,000 | 690 ₹6,21,000 | 500 ₹4,50,000 | 350 ₹3,15,000 Lowest | 750 ₹6,75,000 | 396 ₹3,56,400 | 525 ₹4,72,500 | 522 ₹4,69,800 |
| 10.00 | M&L for 200mm nominal size (DWCPE) Double wall corrugated polyethylene pipe (SN8) including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and directed. | 1,000 | RM | 665 ₹6,65,000 | 490 ₹4,90,000 | 790 ₹7,90,000 | 600 ₹6,00,000 | 440 ₹4,40,000 Lowest | 850 ₹8,50,000 | 460 ₹4,60,000 | 625 ₹6,25,000 | 622 ₹6,22,000 |
Tender Value
₹48.5 L
EMD Value
₹96,900
Closing Date
23 Feb 2026, 6:00 pmClosed
GE (EAST) DELHI CANTT-10
GE (EAST) DELHI CANTT-10
SPL REPAIR TO EXISTING SEWAGE LINE AT KABUL LINE IN THE AREA OF AGE B/R-II UNDER GE (EAST) DELHI CANTT-10
2026_MES_750898_1
GE/DE-172/2025-26
Open Tender
Civil Works
Item Rate
120 days
GE (EAST) DELHI CANTT-10
Cat a(i)/ Class D
9 documents required · 9 mandatory
₹500
GE (EAST) DELHI CANTT-10
₹96,900
Yes
25 Mar 2026
2 Feb 2026
25 Feb 2026
2 Feb 2026
23 Feb 2026
16 Feb 2026
Surface dressing not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.
Excavation of mud/soft/loose soils in trenches not exc 1.50m wide and not exc 1.50m in depth for foundation etc. or for shafts, wells, cesspits, manholes, drain, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth including any type old pipe and getting out complete all as specified and directed.
Excavation of hard/dense soils in trenches not exc 1.50m wide and not exc 3.00m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 3.00 m in depth including any type old pipe and getting out complete all as specified and directed.
Returning, filling in including spreading leveling, watering and well ramming in layers not exc 25 cm of soil all as specified & directed.
Removing surplus soil to a distance exceeding exc. 1.50 km but not exc. 5 km and depositing where directed
Cutting into existing manholes for connecting 150/200mm bore of pipe to new drains making good to 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 B1 (using 20mm graded stone aggregate, smooth finished and reforming benching as required complete all as specified and directed.
M&L cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) in bed of drain pipe 150mm bore pipe including forming cradles complete all as specified and directed. Note : Thickness of bed below the barrel of pipes 100 mm for pipes 150mm dia and width D+300mm.
M&L cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) in bed of drain pipe 200mm bore pipe including forming cradles complete all as specified and directed. Note : Thickness of bed below the barrel of pipes 150 mm for pipes 200mm dia and width D+300mm.
M&L for 150mm nominal size (DWCPE) Double wall corrugated polyethylene pipe (SN8) including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and directed.
M&L for 200mm nominal size (DWCPE) Double wall corrugated polyethylene pipe (SN8) including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and directed.
Demolition of brick work built in cement mortar including all quoins, arches, pillars etc.
M&L for brick work with sub class 'B' straight or curved on plan exc 6m mean radius and built in CM 1:6 complete all as specified and directed.
Description all as per srl item No 12.00 above but except brick.
M&L Brick work with sub class 'B' brick staight or curved on plan to any radious in half brick thick wall built in CM 1:4 etc complete all as specificed and directed.
Demolition of reinforced cement concrete as manhole cover and similar work not exc 15cm thick and removal of rubbish beyond MOD land complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including rubbish off the premises complete all as specified and directed.
M&L PCC(1:3:6) type C-2(using 40mm graded stone agg.) as in foundation of manholes complete all as specified.
M&L for cement concrete 1:2:4 type B-2 (using 40mm graded stone aggregate) as in surface channel as in benching/drains incl necessary form work etc complete all as specified
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.
M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directing and including necessary form work required complete all as specified and directed.
M&L providing RCC cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in manhole covers slab and set in cement mortar 1:6 complete all as specified and directed.
S&F 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
S&F SFRC manhole covers and frame medium duty of overall size 900mmX450mmX80mm thick factory made and test load 10 tonnes (MD-10), strength including necessary reinforcement as per IS : 1726-1991 complete in all respect as specified and directed.
S&F pre-cast factory made RCC GT Cover of Size 400mm x 500mmx 50mm thick or as per site requirement with 01 No handle and 150mm dia notch at one side of cover at center at 500mm long side complete all as specfied and directed.
M&L for Hard core, broken to gauge not exc 63mm, broken stone boulders, complete all as specfied and directed.
M&L for Cement concrete 1:5:10 (using 40 mm graded granite stone aggregate) in sub base of flooring/ hard standing with interlocking paver blocks, complete all as specfied and directed.complete all as specfied and directed.
M&L for Sand filling under floors or in foundations including watering and consolidation, complete all as specfied and directed.
M&L for Machine pressed precast conctete interlocking paver block any shape and size conforming to IS 15658-2006 of 60 mm thickness M-35 Grade, complete all as specfied and directed.
M&L cement concrete 1:3:6 type C2, 75 mm thick as in plinth protection, surface to be finished even and smooth without using extra cement laid in alternate bays each bay not exc 3.0m in length with joint filled with bituminous mastic complete all as specified and directed.
M&L 15mm thick rendering on fair faces of brick work surface in cement mortar (1:4) with using Water Proofing Liquid’. (Note: Water Proofing Liquid will be measure and paid seperately) complete all as specified and directed.
Supply only water proofing in Liquid, complete all as specified and directed.
M&L for Road cutting (i.e. premix, BM, WBM and hardcore) including making good with existing surface and including road cutting excavating in trenches (Soft/disintegrated) complete all as specfied and directed.
M&L salt glazed stone ware gully trap, square or round mouthed, 150 x 150 mm size, shape as required, including dismantling and taking out of old GT and jointing with old connection and pipes complete all as specified and directed.
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