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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹33.9 L+₹5.2 L (17.9%)Rejected-Finance A 3 257 JANAKPURI NEW DELHI 110058 | WEST DELHI | DELHI | 110058 | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹34.5 L+₹5.7 L (19.9%)Rejected-Finance BUILDING NO FLAT NO 19 6TH CROSS ROAD SANJEEVINI NAGAR MUDALAPALYA BANGALORE 560072 | BANGALORE | BANGALORE | KARNATAKA | 560072 | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹34.6 L+₹5.8 L (20.1%)Rejected-Finance RZ 140 A EAST SAGARPUR STREET NO 7 8 NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | L4 | Rejected-Finance OTHER THAN L1 | |
| 5 | L5₹43.5 L+₹14.8 L (51.3%)Rejected-Finance A 303 VEENA CGHS LTD PLOT NO 5D SECTOR 22 DWARKA NEW DELHI 110077 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110077 | L5 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | Deven Associates L4 | Rahul Enterprises L3 | Ridhi engineers and builders L5 | M/s Shri Shyam Bharat Builders L1 | M/S ADHIKARI CONSTRUCTION CO. L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed. | 110 | SQM | 29 ₹3,190 | 19 ₹2,090 | 110 ₹12,100 | 50 ₹5,500 | 9 ₹990 Lowest |
| 2.00 | Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc in any type of soil including getting out and levelling of bottom surface to required level all as specified and as directed . | 262.5 | CUM | 199 ₹52,237.5 | 99 ₹25,987.5 | 120 ₹31,500 | 90 ₹23,625 Lowest | 99 ₹25,987.5 |
| 3.00 | Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc in any type of soil including getting out and levelling of bottom surface to required level all as specified and as directed . | 237.5 | CUM | 199 ₹47,262.5 | 190 ₹45,125 | 130 ₹30,875 | 99 ₹23,512.5 Lowest | 99 ₹23,512.5 Lowest |
| 4.00 | Excavation in trenches exceeding 3.0 mtr deep in hard rock and getting out for shafts, wells, cesspits, manholes, pier holes, cable, pipe etc, complete all as specified and directed. | 75 | CUM | 419 ₹31,425 | 249 ₹18,675 | 2,500 ₹1,87,500 | 140 ₹10,500 Lowest | 149 ₹11,175 |
| 5.00 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick all as specified and directed by Eng. In Charge | 400 | CUM | 19 ₹7,600 | 29 ₹11,600 | 20 ₹8,000 | 110 ₹44,000 | 9 ₹3,600 Lowest |
| 6.00 | Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge. | 100 | CUM | 59 ₹5,900 | 29 ₹2,900 | 20 ₹2,000 | 25 ₹2,500 | 9 ₹900 Lowest |
| 7.00 | Material and labour for brick aggregate of size 40mm to 63mm as first layer in rain harvesting pit to be provided with brick aggregate in the layer 400 mm thick, complete all as specidied and directed | 60 | CUM | 1,599 ₹95,940 | 990 ₹59,400 | 4,500 ₹2,70,000 | 410 ₹24,600 Lowest | 999 ₹59,940 |
| 8.00 | Material and labour for gravel 05-10mm to be provided for second layer of rain water harvesting pit. and provided upto the layer of 400 mm thick, complete all as specidied and directed
(Note:- Stack measurement shall be entered in MB for payment purpose.) | 60 | CUM | 2,499 ₹1,49,940 | 3,390 ₹2,03,400 | 1,250 ₹75,000 | 510 ₹30,600 Lowest | 999 ₹59,940 |
| 9.00 | Material and labour for filling sand in the third layer of rain water harvesting pit. The sand particle should be of size 1.5 to 5mm to be provided in the layer of 400mm thick
(Note:- Stack measurement shall be entered in MB for payment purpose.) | 60 | CUM | 799 ₹47,940 | 2,290 ₹1,37,400 | 1,250 ₹75,000 | 380 ₹22,800 Lowest | 999 ₹59,940 |
| 10.00 | Trial bore of 200mm dia upto 200 mtr deep below the ground level in any kind of soil /strata incl hard stone/boulders and including electronic logging, MS Cap MS flat iron clamp, reducing socket etc, complete all as specidied and directed | 400 | RM | 1,299 ₹5,19,600 | 690 ₹2,76,000 Lowest | 1,200 ₹4,80,000 | 1,380 ₹5,52,000 | 999 ₹3,99,600 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
1 Aug 2025, 6:00 pmClosed
GE(U)(W/S) DELHI CANTT
GE(U)(W/S) DELHI CANTT 110010
PROVISION OF RAIN WATER HARVESTING SCHEME ALONGWITH ALLIED INFRA AT TARAPORE ENCLAVE,5 RAJPUT, ANUJ VIHAR, 35 INF BDE AND NEAR SPORTS COMPLEX SHANKAR VIHAR IN THE AREA OF AGE (U) WATER SUPPLY NO-III UNDER GE (U) WATER SUPPLY DELHI CANTT-10
2025_MES_718619_1
GE/WS/Token No-20 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
GE(U)(W/S) DELHI CANTT 110010
AS PER NIT AND TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE(U)(W/S) DELHI CANTT
₹96,000
1 Oct 2025
4 Jul 2025
4 Aug 2025
4 Jul 2025
1 Aug 2025
19 Jul 2025
Amount
Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed.
Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc in any type of soil including getting out and levelling of bottom surface to required level all as specified and as directed .
Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc in any type of soil including getting out and levelling of bottom surface to required level all as specified and as directed .
Excavation in trenches exceeding 3.0 mtr deep in hard rock and getting out for shafts, wells, cesspits, manholes, pier holes, cable, pipe etc, complete all as specified and directed.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick all as specified and directed by Eng. In Charge
Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge.
Material and labour for brick aggregate of size 40mm to 63mm as first layer in rain harvesting pit to be provided with brick aggregate in the layer 400 mm thick, complete all as specidied and directed
Material and labour for gravel 05-10mm to be provided for second layer of rain water harvesting pit. and provided upto the layer of 400 mm thick, complete all as specidied and directed (Note:- Stack measurement shall be entered in MB for payment purpose.)
Material and labour for filling sand in the third layer of rain water harvesting pit. The sand particle should be of size 1.5 to 5mm to be provided in the layer of 400mm thick (Note:- Stack measurement shall be entered in MB for payment purpose.)
Trial bore of 200mm dia upto 200 mtr deep below the ground level in any kind of soil /strata incl hard stone/boulders and including electronic logging, MS Cap MS flat iron clamp, reducing socket etc, complete all as specidied and directed
Development of trial bore by reaming upto 300mm for 100 mtr from ground level in any type of soil /strata incl hard stone and boulders etc for accommodating UPVC Casing pipe of size upto 200 mm as directed and filling the gap with pea gravel all as directed by Engg in-charge including disposal of surplus soil to a distance n.exc. 50 mtr all as specified and directed. Note for ser No 10 and 11 (i) The depth of drilling bore shall be upto water table and will be directed by Engr-in-Charge. (ii) The rates quoted in above items is deemed to be inclusive of all T&P equipement and and labour required for execution of this item at site including transportation charges for the said T&P equipement and no extra cost shall be paid for the same. (iii) Cost of pea gravels should be included in the quoted rates.
M&L for 200mm internal dia UPVC Casing pipe confirming to IS- 4985-2000 in 6m length of pressure rating 10Kg/Sq cm with all necessary fittings including jointing materials all as specified and directed.
M&L for 200mm internal dia UPVC Casing pipe confirming to IS- 4985-2000 (SCH-40) having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessery fittings including jointing materials all as specified and directed.
M&L Brick work with sub class 'B' bricks straight or curved on planexc. 6M mean radius built in CM (1:4) all as specified and as directed at site by the Engineer-in-Charge.
M&L rendering 15 mm thick with cement martor (1:4) on fair or other than fair faces of brick walls for finishing the surface even and smooth without using extra cement complete all as specified and directed by Engr in charge.
M&L for PCC 1:2:4 type B1 using 20mm graded crushed stone aggrergate crushed stone aggrtegate as in coping of drain and the like including weathering slightly rounded or chamfered angles and throating as directed and finishing the concrete surface without using extra cement including necessery form work, complete all as speficief and directed.
M&L for precast cement concrete 1:2:4 ( Nominal mix) type B-1 using 20mm graded crushed stone aggregate as in landings, cover slabs( for manhole etc) and similar articals with plain faces, set in cement mortar 1:4 including necessery form work complete all as specified and directed.
M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundation , flooring sub base, complete all as specified and directed.
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 end and binding with and including MS Wire( anneled) not less than 0.9mm dia or securing with clips complete all as specified and directed.
supplying and fixing of retro reflective mandatory/regulatory sign board of size 900mm x 900 mm with supporting legs of 3500mm and made of 2mm thick aluminimum sheet face to be fully covered with high intensity incapsulated type heat activated retro reflactive sheeting confirming to type IV of ASTM-D in blue and silver white or other colour combination incl subject matter, message symboles and border etc as per IRC 67 : 2001 paste by adhesive backing which shall be activated by applying heat and pressure confirming to class-2 and fixing the same with suitable size aluminimum revitt to back support frame of MS angle iron of size 35x35x5mm to the vertical post made upto MS Tee section ISMT 50x50x6 mm at the bottom ends and incl making holes in pipe, angle flate, providing and fixing message plate of required size steel work to be painted with two or more coat of synthetic enamelled paint of required shade and of approved brand over priming coat of zinc cromate rellow primer( Support to be painted in black and white colour). Back side of aluminimum sheet to be painted with two or more coat of epoxy paint over and including appropriate priming coat incl all leads and lifts etc complete all as per drawings specifications and as directed.
M/S ADHIKARI CONSTRUCTION CO. (BID ID -3371222)
Rahul Enterprises (BID ID -3368404)
Deven Associates (BID ID -3365322)
Ridhi engineers and builders (BID ID -3378793)
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