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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.4 LAccepted-AOC 2 A NARENDRA APPARTMENT CENTRAL JAIL ROAD SUBHASH BRIDGE AHMEDABAD 380027 | AHMEDABAD | AHMEDABAD | GUJARAT | 380027 | ₹26.4 L Quoted ₹30.7 L | L1 | Accepted-AOC ACCEPTED BEING LOWEST QUOTED |
| 2 | L2₹31.6 L+₹94,420 (3.08%)Rejected-AOC | ₹31.6 L+₹94,420 (3.08%) | L2 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| 3 | L3₹31.9 L+₹1.2 L (3.84%)Rejected-AOC NAYA BASS MAHAMANDIR JODHPUR RAJASTHAN 342006 | JODHPUR | JODHPUR | RAJASTHAN | 342006 | ₹31.9 L+₹1.2 L (3.84%) | L3 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| 4 | L4₹32.7 L+₹2.0 L (6.52%)Rejected-AOC A 3 13 SIMANDHAR ENCLAVE NEAR PAVAPURI BUS STOP GHATLODIYA AHMEDABAD GUJARAT 380061 | AHMADABAD | GUJARAT | 380061 | ₹32.7 L+₹2.0 L (6.52%) | L4 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| 5 | L5₹35.1 L+₹4.4 L (14.4%)Rejected-AOC 622 A STREET NO 3 FIRST FLOOR SHAKTI NAGAR BATHINDA 151001 PUNJAB | BATHINDA | PUNJAB | 151001 | ₹35.1 L+₹4.4 L (14.4%) | L5 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| Sl No | Description | Qty | Unit | Anil Builders L3 | Shree Krushna Supply Corporation L1 | ALBA AC AND REF SERVICES L8 | DEMROT ELECTRICAL WORKS L7 | Abhishek Enterprises L10 | Truly Technos LLP L5 | ASK INFRA L9 | PARTH CONSULTANCY L2 | JYOT ENTERPRIES L4 | M/S AAYUSH ENGINEERING&COMPANY L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth, for foundation, etc in hard/dense soil and getting out. | 320 | CUM | 200 ₹64,000 | 300 ₹96,000 | 252 ₹80,640 | 300 ₹96,000 | 190 ₹60,800 | 150 ₹48,000 Lowest | 200 ₹64,000 | 200 ₹64,000 | 220 ₹70,400 | 195 ₹62,400 |
| 2.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth n.exc 10 sqm on plan for foundation of pole, laying of cables etc in soft/disintegrated rock and getting out complete all as specified and directed. | 60 | CUM | 500 ₹30,000 | 900 ₹54,000 | 252 ₹15,120 | 350 ₹21,000 | 120 ₹7,200 Lowest | 150 ₹9,000 | 200 ₹12,000 | 225 ₹13,500 | 220 ₹13,200 | 195 ₹11,700 |
| 3.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layer not exc 25 cm with soil obtained from excavation all as specified and directed. | 282 | CUM | 50 ₹14,100 | 60 ₹16,920 | 63 ₹17,766 | 100 ₹28,200 | 90 ₹25,380 | 85 ₹23,970 | 50 ₹14,100 | 65 ₹18,330 | 40 ₹11,280 Lowest | 78 ₹21,996 |
| 4.00 | Returning filling in including spreading, leveling, watering and well ramming in layer not exc 25 cm in soft/distengrated rock complete all as specified and directed. | 60 | CUM | 50 ₹3,000 | 60 ₹3,600 | 110 ₹6,600 | 100 ₹6,000 | 100 ₹6,000 | 85 ₹5,100 | 50 ₹3,000 | 70 ₹4,200 | 40 ₹2,400 Lowest | 78 ₹4,680 |
| 5.00 | Removing excavated material (Soil) not exc 50 mtr and depositing where directed at a level not exc. 1.5 m above the starting point. | 38 | CUM | 50 ₹1,900 | 180 ₹6,840 | 90 ₹3,420 | 100 ₹3,800 | 60 ₹2,280 | 100 ₹3,800 | 50 ₹1,900 | 50 ₹1,900 | 40 ₹1,520 Lowest | 79 ₹3,002 |
| 6.00 | M&l for PCC 1:2:4 type B-1 using 20mm graded stone aggregate for Road, cutting path etc complete all as specified and directed. | 2 | CUM | 5,000 ₹10,000 | 7,000 ₹14,000 | 4,950 ₹9,900 | 6,000 ₹12,000 | 4,500 ₹9,000 | 5,000 ₹10,000 | 5,500 ₹11,000 | 6,700 ₹13,400 | 3,200 ₹6,400 Lowest | 3,800 ₹7,600 |
| 7.00 | Taking out old un-serviceable CI pipes of size 150mm bore, laid in trenches or under floors or fixed to walls including all fittings and disconnecting from branch connections complete all as specified & directed | 1,150 | RM | 20 ₹23,000 | 20 ₹23,000 | 117 ₹1,34,550 | 100 ₹1,15,000 | 50 ₹57,500 | 25 ₹28,750 | 20 ₹23,000 | 135 ₹1,55,250 | 40 ₹46,000 | 10 ₹11,500 Lowest |
| 8.00 | M&L for boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine complete all as specified and directed. | 10 | RM | 1,200 ₹12,000 | 400 ₹4,000 | 675 ₹6,750 | 1,000 ₹10,000 | 1,100 ₹11,000 | 1,900 ₹19,000 | 300 ₹3,000 Lowest | 1,950 ₹19,500 | 450 ₹4,500 | 350 ₹3,500 |
| 9.00 | Supply and Laying and testing of Ductile Iron pipe with spigot and socket ends, including tyton joints, class K-9, laid in trenches, or under floors for 200mm size complete all as specified and directed. | 1,150 | RM | 2,175 ₹25,01,250 | 2,100 ₹24,15,000 | 2,552 ₹29,34,800 | 2,450 ₹28,17,500 | 2,900 ₹33,35,000 | 2,510 ₹28,86,500 | 2,800 ₹32,20,000 | 2,090 ₹24,03,500 Lowest | 2,168 ₹24,93,200 | 2,799 ₹32,18,850 |
| 10.00 | S&F Air release Valves with single air outlets conforming to IS 14845 of size 80 mm dia including all jointing materials complete all as specified & directed. | 1 | EACH | 6,000 ₹6,000 | 5,000 ₹5,000 | 5,490 ₹5,490 | 10,000 ₹10,000 | 9,000 ₹9,000 | 5,800 ₹5,800 | 3,250 ₹3,250 Lowest | 9,500 ₹9,500 | 5,600 ₹5,600 | 8,000 ₹8,000 |
Tender Value
Refer Docs
EMD Value
₹78,400
Closing Date
30 Jan 2026, 6:00 pmClosed
GE ARMY GANDHINAGAR
GE ARMY GANDHINAGAR PO BSF CAMPUS GANDHINAGAR 382045
SPL REPAIRS/ REPLACEMENT OF MAIN RAISING OLD CI PIPE INTO NEW DI PIPE LINE FROM NARMADA PUMP HOUSE TO OHT NO 02 AND 03 AND CONNECTED ITEMS AT MILITARY STATION DHRANGADHRA
2025_MES_745948_2
GE(A)/GNR/TOKEN/62 of 2025-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
MILITARY STATION DHRANGADHRA
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE ARMY GANDHINAGAR
₹78,400
Yes
23 Mar 2026
10 Jan 2026
2 Feb 2026
10 Jan 2026
30 Jan 2026
24 Jan 2026
10 Jan 2026 - 22 Jan 2026
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth, for foundation, etc in hard/dense soil and getting out.
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth n.exc 10 sqm on plan for foundation of pole, laying of cables etc in soft/disintegrated rock and getting out complete all as specified and directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layer not exc 25 cm with soil obtained from excavation all as specified and directed.
Returning filling in including spreading, leveling, watering and well ramming in layer not exc 25 cm in soft/distengrated rock complete all as specified and directed.
Removing excavated material (Soil) not exc 50 mtr and depositing where directed at a level not exc. 1.5 m above the starting point.
M&l for PCC 1:2:4 type B-1 using 20mm graded stone aggregate for Road, cutting path etc complete all as specified and directed.
Taking out old un-serviceable CI pipes of size 150mm bore, laid in trenches or under floors or fixed to walls including all fittings and disconnecting from branch connections complete all as specified & directed
M&L for boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine complete all as specified and directed.
Supply and Laying and testing of Ductile Iron pipe with spigot and socket ends, including tyton joints, class K-9, laid in trenches, or under floors for 200mm size complete all as specified and directed.
S&F Air release Valves with single air outlets conforming to IS 14845 of size 80 mm dia including all jointing materials complete all as specified & directed.
M&L for cutting of Road / PCC path, hard standing etc of depth not less than 60cm and width not less than 45cm for laying water supply pipe and making good the existing surface with PCC (1:2:4) type B-2 of 150mm thick complete all as specified and directed.
M&L for DI Specials and fittinng as per IS DI pipes for water mains, branches, links such as bends(any type), reducers and angles, tappers any type, bends increasing/ decreasing or double sockets etc. Tee pieces, single branches, double branches (all socket and spigots) collers, cap and plug suitable for pipelines upto 250 mm bore complete all as specified and directed.
S&F, Water header of heavy duty MS sheet of thickness not less than 6mm (IS-2062) for conection of pipeline made out of 900 mm dia, 6mtr long heavy duty MS pipe with both ends sealed complete and having 3 Nos intel connection and 3 nos of outlet connection for 200mm dia pipe connection complete with flanges, heavy duty rubber for connection or sealed the spare conection by providing end flange by means of nuts, bolts, washers etc complete as per site requirement and as directed by engineer-in-charge. Note : labour, T&P for excavation, earth work, connection of existing pipelines with header etc. are inclusive in the item rate.
M&L in replacement of old unserviceable Sluice valve class PN-1.6 with stainless steel spindle conforming to IS-14846-2000, double flanged, with and including new flanged rubber joints using necessary nuts, bults, washer and rubber gasket etc incl testing on completion of 200mm size complete all as specified and directed.
Demolition of existing valve pit and M&L for construction of valve pit consisisting of 230mm thick, old size brick masonry wall in cement mortar (1:6), PCC (1:4:8) type D2, using 40mm graded stone aggregete as in fondation, PCC (1:2:4) type B1, using 20mm graded stone aggregete in coping/bed, finished even and smooth, rendering 15mm thick in cement mortar (1:6) internally and 10mm thick in cement mortar (1:4) externally, finished even and smooth without using extra cement incuding three coats of white wash and earth work in any type of soil and including 3 mm thick MS sheet cover fixed on 40mmx40mmx6mm thick angle iron frame ambeded in PCC coping with locking arrangement and mild steel hold fast & handle and duly painted with two coats of synthetic enamel paint over one coat of primer etc. complete all as shown on drawing No. TE/20024/26 Sh 1/1 to 1/3 and as specified and directed by Engr-in-Charge for the size of 1500mm x 1500mm x 1000mm complete all as specified and directed.
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