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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₹36.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹36.9 L+₹37,657.10 (1.03%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹36.9 L+₹44,875.40 (1.23%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹37.4 L+₹92,025.05 (2.52%)Admitted-Finance LOHIA NAGAR WARD NO 14 CHANDAULI UP 232104 | CHANDAULI | CHANDAULI | UP | 232104 | L4 | Admitted-Finance | |
| 5 | L5₹37.9 L+₹1.4 L (3.88%)Admitted-Finance 101 AWADH RESIDENCY ARYA SAMAJ ROAD DANAPUR PATNA PATNA BIHAR 801503 | PATNA | BIHAR | 801503 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MS JAGDAMBA ENTERPRISES L1 | Aaffinity Associates L5 | Berater Engineering Consultants L3 | Reliable Construction L6 | RKT ENGINEER & SONS L4 | M/s NEEB ENTERPRISES L7 | G S CONSTRUCTION L2 | simplex infra project L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil & spreading in surrounding area n exc 50 m distance complete, all as specified. | 740 | Square Metre | 63 ₹46,620 | 95 ₹70,300 | 36 ₹26,640 | 21 ₹15,540 | 40 ₹29,600 | 40 ₹29,600 | 45 ₹33,300 | 20 ₹14,800 Lowest |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in SOFT/LOOSE soil complete, all as specified. | 138 | Each | 300 ₹41,400 | 250 ₹34,500 | 180 ₹24,840 | 208 ₹28,704 | 250 ₹34,500 | 65 ₹8,970 Lowest | 250 ₹34,500 | 500 ₹69,000 |
| 3.00 | Excavation in trenches n. exc 1.5 m wide for foundations not exceeding 1.5 m deep and getting out in SOFT/LOOSE soil complete, all as specified. | 55.37 | Cubic Metre | 300 ₹16,611 | 350 ₹19,379.5 | 180 ₹9,966.6 | 208 ₹11,516.96 | 350 ₹19,379.5 | 160 ₹8,859.2 Lowest | 350 ₹19,379.5 | 250 ₹13,842.5 |
| 4.00 | Excavation in trenches n. exc 1.5 m wide for foundations exceeding 1.5 m deep but not exceeding 3 m deep and getting out in SOFT/LOOSE soil complete, all as specified. | 0.11 | Cubic Metre | 300 ₹33 | 450 ₹49.5 | 320 ₹35.2 | 291 ₹32.01 | 540 ₹59.4 | 210 ₹23.1 Lowest | 350 ₹38.5 | 350 ₹38.5 |
| 5.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete, all as specified. | 26.09 | Cubic Metre | 200 ₹5,218 | 200 ₹5,218 | 200 ₹5,218 | 150 ₹3,913.5 | 135 ₹3,522.15 | 80 ₹2,087.2 Lowest | 80 ₹2,087.2 Lowest | 160 ₹4,174.4 |
| 6.00 | Removal of excavated surplus spoil to a distance n. exc. 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified. | 126.78 | Cubic Metre | 120 ₹15,213.6 | 280 ₹35,498.4 | 200 ₹25,356 | 166 ₹21,045.48 | 320 ₹40,569.6 | 125 ₹15,847.5 | 75 ₹9,508.5 Lowest | 160 ₹20,284.8 |
| 7.00 | PCC type B-1 (1:2:4), using (20 mm graded stone aggregates) as in coping, kerb around chequered tiles and paver block, coping benching etc slightly rounded or chamfered incl form work , complete all as specified. | 4.31 | Cubic Metre | 7,000 ₹30,170 | 7,500 ₹32,325 | 6,400 ₹27,584 | 5,408 ₹23,308.48 | 8,000 ₹34,480 | 7,200 ₹31,032 | 6,200 ₹26,722 | 5,000 ₹21,550 Lowest |
| 8.00 | PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified. | 19.3 | Cubic Metre | 6,500 ₹1,25,450 | 6,200 ₹1,19,660 | 6,000 ₹1,15,800 | 4,159 ₹80,268.7 Lowest | 5,000 ₹96,500 | 6,200 ₹1,19,660 | 5,900 ₹1,13,870 | 5,500 ₹1,06,150 |
| 9.00 | PCC type D-2 (1:4:8), using (40 mm graded stone aggregates) as in foundation filling & mass concrete, complete all as specified. | 6.41 | Cubic Metre | 5,500 ₹35,255 | 6,500 ₹41,665 | 6,300 ₹40,383 | 3,744 ₹23,999.04 Lowest | 4,500 ₹28,845 | 5,500 ₹35,255 | 5,500 ₹35,255 | 5,000 ₹32,050 |
| 10.00 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintels over 1.5 metre clear span, cills, steps, seismic and other similar band, plinth courses, lacing courses , copings, kneelers, apex stones, bed plates, water troughs and the like complete all as specified. | 3.16 | Cubic Metre | 7,000 ₹22,120 | 7,200 ₹22,752 | 6,300 ₹19,908 | 6,239 ₹19,715.24 | 8,000 ₹25,280 | 6,300 ₹19,908 | 6,200 ₹19,592 Lowest | 6,500 ₹20,540 |
Tender Value
₹48.3 L
EMD Value
₹96,520
Closing Date
18 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GARRISON ENGINEER AIR FORCE BIHTA
Garrison Engineer Military Engineer Services AFS Bihta 801103
PROVN OF ACESS PATH AND HARDSTANDING, SHED WITH ASSOCIATED WORK AT CERTAIN LOCATIONS AT AF STN BIHTA
2026_MES_786929_1
GE/AF/BHT-23/2026-27
Open Tender
Civil Works
Item Rate
180 days
Bihta
Refer NIT and Tender Documents
8 documents required · 8 mandatory
₹500
GE AF BIHTA
₹96,520
Yes
30 Sept 2026
29 Aug 2026
24 Sept 2026
29 Aug 2026
18 Sept 2026
12 Sept 2026
29 Aug 2026 - 11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil & spreading in surrounding area n exc 50 m distance complete, all as specified. | - | Square Metre | - | - |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in SOFT/LOOSE soil complete, all as specified. | - | Each | - | - |
| 3 | Excavation in trenches n. exc 1.5 m wide for foundations not exceeding 1.5 m deep and getting out in SOFT/LOOSE soil complete, all as specified. | - | Cubic Metre | - | - |
| 4 | Excavation in trenches n. exc 1.5 m wide for foundations exceeding 1.5 m deep but not exceeding 3 m deep and getting out in SOFT/LOOSE soil complete, all as specified. | 0.11 | Cubic Metre | - | - |
| 5 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete, all as specified. | - | Cubic Metre | - | - |
| 6 | Removal of excavated surplus spoil to a distance n. exc. 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified. | - | Cubic Metre | - | - |
| 7 | PCC type B-1 (1:2:4), using (20 mm graded stone aggregates) as in coping, kerb around chequered tiles and paver block, coping benching etc slightly rounded or chamfered incl form work , complete all as specified. | - | Cubic Metre | - | - |
| 8 | PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified. | - | Cubic Metre | - | - |
| 9 | PCC type D-2 (1:4:8), using (40 mm graded stone aggregates) as in foundation filling & mass concrete, complete all as specified. | - | Cubic Metre | - | - |
| 10 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintels over 1.5 metre clear span, cills, steps, seismic and other similar band, plinth courses, lacing courses , copings, kneelers, apex stones, bed plates, water troughs and the like complete all as specified. | 3.16 | Cubic Metre | - | - |
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