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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₹78.1 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹85.9 L+₹7.8 L (9.99%)Rejected-Finance C O AMBU HOTEL NEAR GOVT POLYTECHNIC DOLLY GUNJ PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹86.2 L+₹8.1 L (10.3%)Rejected-Finance PANAGARH BAZAR RONDIHA MORE GT ROAD DIST PASCHIM BURDWAN PIN 713 148 WB | PANAGARH | PASCHIM BURDWAN | WEST BENGAL | 713148 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹92.6 L+₹14.5 L (18.6%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹94.0 L+₹15.9 L (20.4%)Rejected-Finance 38 32 53 PARVATHI NAGAR ROAD NO 2 MARIPPALEM NH 16 VISAKHAPATNAM ANDHRA PRADESH 530018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | pavan putra enterprises L5 | M/s Raj Kumar Chopra L3 | SARASWATI ENTERPRISE INDEX NO. CEEC D-81 L4 | UNIVERSAL TRADING L6 | City Constructie Pvt Ltd L2 | N.S.ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n-exc 1.50 m wide & n exc. 1.5m depth & getting out in soft/loose soil. | 124 | Cum | 266 ₹32,984 | 220 ₹27,280 | 280 ₹34,720 | 450 ₹55,800 | 120 ₹14,880 Lowest | 400 ₹49,600 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm in hard/dense soil complete all specified and as directed. | 2 | Cum | 529 ₹1,058 | 95 ₹190 | 90 ₹180 Lowest | 100 ₹200 | 100 ₹200 | 200 ₹400 |
| 3.00 | Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all specified. | 122 | Cum | 443 ₹54,046 | 175 ₹21,350 | 150 ₹18,300 | 200 ₹24,400 | 100 ₹12,200 Lowest | 350 ₹42,700 |
| 4.00 | M&L for Broken stone or boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface compete as specified and directed | 15.6 | Cum | 3,658 ₹57,064.8 | 3,000 ₹46,800 | 2,800 ₹43,680 | 2,700 ₹42,120 | 3,000 ₹46,800 | 1,850 ₹28,860 Lowest |
| 5.00 | M & L for sand filling under floors or in foundations. spreading,levelling and ramming including watering and consolidation complete all as specifed and directed. | 52 | Cum | 4,130 ₹2,14,760 | 3,200 ₹1,66,400 | 3,000 ₹1,56,000 | 1,500 ₹78,000 Lowest | 4,000 ₹2,08,000 | 2,150 ₹1,11,800 |
| 6.00 | Providing and laying non-pressure NP3 class (Medium duty) 700 mm (internal dia) R.C.C. pipes confirming to IS 458: 2021 or latest with suitable collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and directed. | 395 | Rm | 4,366 ₹17,24,570 | 6,200 ₹24,49,000 | 4,400 ₹17,38,000 | 7,000 ₹27,65,000 | 7,000 ₹27,65,000 | 3,750 ₹14,81,250 Lowest |
| 7.00 | Providing and laying non-pressure NP3 class (Medium duty) 200 mm (internal dia) R.C.C. pipes confirming to IS 458: 2021 or latest with suitable collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and directed. | 283 | Rm | 1,416 ₹4,00,728 | 1,650 ₹4,66,950 | 1,280 ₹3,62,240 Lowest | 3,000 ₹8,49,000 | 3,000 ₹8,49,000 | 1,900 ₹5,37,700 |
| 8.00 | Supply, laying and jointing of 200 mm internal diameter Double Wall Corrugated (DWC) HDPE pipe conforming to IS 16098 (Part-2):2013 or latest, SN-8 class, for area drainage, complete with integral socket and EPDM rubber ring joints, including all specials such as bends, couplers and end caps wherever required, laying to the required line, level and gradient, lowering into prepared trench, testing for proper alignment and free flow, complete all as specified and directed by the Engineer-in-Charge | 283 | Rm | 1,180 ₹3,33,940 | 750 ₹2,12,250 | 1,380 ₹3,90,540 | 1,000 ₹2,83,000 | 1,500 ₹4,24,500 | 600 ₹1,69,800 Lowest |
| 9.00Note for Item no. 6 to 8 (a) The contractor shall submit the sample for ISI marked pipes or mentioned at Appx 'B' of PS along with necessary manufacturer test certificate. (b) The contractor shall submi the PV/Tax Invoice of the same. The Engr-in-Charge shall verify the same and attach along with RAR/FB. Non-submission may lead to non-payment of these items in totatlity. | |||||||||
| 10.00 | M & L for cement concrete Type B-2(1:2:4) Using 40 mm graded stone aggregade in surface channel and drain complete all as specified and directed. | 55 | Cum | 8,024 ₹4,41,320 | 8,000 ₹4,40,000 | 7,400 ₹4,07,000 | 7,500 ₹4,12,500 | 6,500 ₹3,57,500 | 5,200 ₹2,86,000 Lowest |
Tender Value
₹89 L
EMD Value
₹1.6 L
Closing Date
10 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE (AF) Panagarh
HQ CWE AF PANAGARH MILITARY ENGINEER SERVICES AIR FORCE STATION ARJAN SINGH PO AIR FORCE PANAGARH DIST BURDWAN WEST BENGAL PIN 713155
PROVN OF EARTH FILLING AND DRAINAGE PIPE AT TECHNICAL AREA OF AF STN PANAGARH UNDER GE (AF) PANAGARH
2026_MES_790038_1
83123/PAN/E8
Open Tender
Civil Works
Item Rate
150 days
GE AF Panagarh
As per NIT and Tender Condition
8 documents required · 8 mandatory
₹1,000
GE AF PANAGARH
₹1.6 L
Yes
28 Oct 2026
18 Sept 2026
12 Oct 2026
18 Sept 2026
10 Oct 2026
26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n-exc 1.50 m wide & n exc. 1.5m depth & getting out in soft/loose soil. | 124 | Cum | 100 | ₹12,400 |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm in hard/dense soil complete all specified and as directed. | 2 | Cum | - | - |
| 3 | Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all specified. | - | Cum | - | - |
| 4 | M&L for Broken stone or boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface compete as specified and directed | 15.6 | Cum | - | - |
| 5 | M & L for sand filling under floors or in foundations. spreading,levelling and ramming including watering and consolidation complete all as specifed and directed. | 52 | Cum | - | - |
| 6 | Providing and laying non-pressure NP3 class (Medium duty) 700 mm (internal dia) R.C.C. pipes confirming to IS 458: 2021 or latest with suitable collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and directed. | 395 | Rm | - | - |
| 7 | Providing and laying non-pressure NP3 class (Medium duty) 200 mm (internal dia) R.C.C. pipes confirming to IS 458: 2021 or latest with suitable collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as specified and directed. | 283 | Rm | - | - |
| 8 | Supply, laying and jointing of 200 mm internal diameter Double Wall Corrugated (DWC) HDPE pipe conforming to IS 16098 (Part-2):2013 or latest, SN-8 class, for area drainage, complete with integral socket and EPDM rubber ring joints, including all specials such as bends, couplers and end caps wherever required, laying to the required line, level and gradient, lowering into prepared trench, testing for proper alignment and free flow, complete all as specified and directed by the Engineer-in-Charge | 283 | Rm | - | - |
| 10 | M & L for cement concrete Type B-2(1:2:4) Using 40 mm graded stone aggregade in surface channel and drain complete all as specified and directed. | 55 | Cum | - | - |
| 11 | M& L for cement concrete type C-1(1:3:6) using 12.5 mm stone aggregate in concrete bed to drain pipe of dia n exe 900 mm incl packing under and haunching against the sides of pipe after they are laid and tested all as specified and direceted by Engr in Charge. | 395 | Rm | - | - |
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