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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAccepted-AOC AIR FORCE ROAD NEAR BRIDEES CORP KHELTIWADI RATIY N 9306 JAMNAGAR GUJARAT 361 006 | JAMNAGAR | JAMNAGAR | GUJARAT | 361006 | L1 | Accepted-AOC L1 | |
| 2 | L2₹39.9 L+₹3.3 L (8.99%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹42.3 L+₹5.7 L (15.6%)Rejected-Finance NO 2 GF AKSHAYRAJ APARTMENT JUBILEE CIRCLE BHUJ 370 001 | BHUJ | KACHCHH | GUJARAT | 370001 | L3 | Rejected-Finance L3 | |
| 4 | L4₹43.6 L+₹7.0 L (19.2%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹45.4 L+₹8.9 L (24.3%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SohanandCompany L1 | Sagathiya Builders L2 | Indice Technologies L5 | Jagdamba Engineering L4 | M/s. Ambabhai K patel L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.50 mtr in depth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in Hard/dense soil all as specified and directed | 80 | Cubic Metre | 350 ₹28,000 | 400 ₹32,000 | 550 ₹44,000 | 450 ₹36,000 | 100 ₹8,000 Lowest |
| 2.00 | Excavation in trenches exc 1.50 mtr but n.exc 3.00 mtr in dpeth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in hard/dense soil all as specified and directed | 14.93 | Cubic Metre | 400 ₹5,972 | 500 ₹7,465 | 700 ₹10,451 | 570 ₹8,510.1 | 120 ₹1,791.6 Lowest |
| 3.00 | Returning filling in including spreading, levelling, watering and well ramming in layer n.exc 25cm in layer all as specified and directed | 35 | Cubic Metre | 100 ₹3,500 | 100 ₹3,500 | 110 ₹3,850 | 120 ₹4,200 | 80 ₹2,800 Lowest |
| 4.00 | Removing excavated soil to a distance exceeding 1 Km & n.exc 1.50 km and depositing where directed at a level n.exc 1.50 mtr above the starting point complete | 60 | Cubic Metre | 400 ₹24,000 | 200 ₹12,000 | 220 ₹13,200 | 250 ₹15,000 | 85 ₹5,100 Lowest |
| 5.00 | Dismantling and breaking up 150 to 450 mm dia (salt glazed ware, AC or Reinforced concrete) set in cement mortar, including PCC packing under hunching against the sides of bed and complete PCC of bed all as specified | 380 | Running Metre | 45 ₹17,100 Lowest | 50 ₹19,000 | 100 ₹38,000 | 75 ₹28,500 | 225 ₹85,500 |
| 6.00 | S&F 150mm dia reinforced concrete pipes, class NP2, laid and jointed in cement mortar 1:2 complete with collars as specified and directed | 320 | Running Metre | 520 ₹1,66,400 | 500 ₹1,60,000 | 350 ₹1,12,000 Lowest | 365 ₹1,16,800 | 450 ₹1,44,000 |
| 7.00 | S&F 300mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars | 45 | Running Metre | 950 ₹42,750 | 650 ₹29,250 Lowest | 770 ₹34,650 | 800 ₹36,000 | 850 ₹38,250 |
| 8.00 | S&F 450mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars | 15 | Running Metre | 120 ₹1,800 Lowest | 1,800 ₹27,000 | 860 ₹12,900 | 1,000 ₹15,000 | 950 ₹14,250 |
| 9.00 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 150mm dia bore after they are laid and tested | 320 | Running Metre | 140 ₹44,800 Lowest | 330 ₹1,05,600 | 400 ₹1,28,000 | 330 ₹1,05,600 | 350 ₹1,12,000 |
| 10.00 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 300mm dia bore after they are laid and tested | 45 | Running Metre | 140 ₹6,300 Lowest | 450 ₹20,250 | 570 ₹25,650 | 555 ₹24,975 | 450 ₹20,250 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
27 Mar 2026, 6:00 pmClosed
Lt Col Sumukh Swaroop
Military Engineer Service Garrison Engineer (AF) No.1 Air Force Station No 1 Jamnagar 361003
SPECIAL REPAIRS TO MONSOON DRAINS, SEWAGE LINE IN DOMESTIC AREA AND SHOPPING COMPLEX AT AF STN JAMNAGAR UNDER GE (AF) JAMNAGAR NO 1
2026_MES_755285_1
8397/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
Samana under GE (AF) Jamnagar No 1
6 documents required · 6 mandatory
₹500
GE (AF) Jamnagar No 1
₹86,000
Yes
27 May 2026
6 Mar 2026
28 Mar 2026
6 Mar 2026
27 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.50 mtr in depth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in Hard/dense soil all as specified and directed | 80 | Cubic Metre | - | - |
| 2 | Excavation in trenches exc 1.50 mtr but n.exc 3.00 mtr in dpeth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in hard/dense soil all as specified and directed | 14.93 | Cubic Metre | - | - |
| 3 | Returning filling in including spreading, levelling, watering and well ramming in layer n.exc 25cm in layer all as specified and directed | 35 | Cubic Metre | - | - |
| 4 | Removing excavated soil to a distance exceeding 1 Km & n.exc 1.50 km and depositing where directed at a level n.exc 1.50 mtr above the starting point complete | 60 | Cubic Metre | - | - |
| 5 | Dismantling and breaking up 150 to 450 mm dia (salt glazed ware, AC or Reinforced concrete) set in cement mortar, including PCC packing under hunching against the sides of bed and complete PCC of bed all as specified | 380 | Running Metre | - | - |
| 6 | S&F 150mm dia reinforced concrete pipes, class NP2, laid and jointed in cement mortar 1:2 complete with collars as specified and directed | 320 | Running Metre | - | - |
| 7 | S&F 300mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars | 45 | Running Metre | - | - |
| 8 | S&F 450mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars | 15 | Running Metre | - | - |
| 9 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 150mm dia bore after they are laid and tested | 320 | Running Metre | - | - |
| 10 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 300mm dia bore after they are laid and tested | 45 | Running Metre | - | - |
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