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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC HOUSE NO 02B 2266 SHIVAJI NAGAR DELHI ROAD SAHARANPUR UTTAR PRADESH 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | ₹26.2 L Quoted ₹26.7 L | L1 | Accepted-AOC Being lowest |
| 2 | L2₹27.5 LRejected-Finance 93 BAPUJI NAGAR ITC ROAD SAHARANPUR 247001 UP | SAHARANPUR | UTTAR PRADESH | 247001 | ₹27.5 L | L2 | Rejected-Finance Being 2nd lowest |
| 3 | L3₹29.1 LRejected-Finance OPP AIR FORCE STATION VPO SORANA DISTT SAHARANPUR UP PIN 247 232 | SAHARANPUR | UTTAR PRADESH | 247232 | ₹29.1 L | L3 | Rejected-Finance Being 3rd lowest |
| 4 | L4₹29.9 LRejected-Finance | ₹29.9 L | L4 | Rejected-Finance Being 4th lowest |
| 5 | L5₹30.5 LRejected-Finance | ₹30.5 L | L5 | Rejected-Finance Being 5th lowest |
| Sl No | Description | Qty | Unit | BRIJ CONSTRUCTIONS L5 | Sunil Enterprises L7 | NAQLI LAL SHARMA AND ARUN SHARMA L4 | Sharma Electrical and Engineering Works L8 | DHARAMPAL SINGH AND SONS L6 | S C BUILDERS L1 | SUBHASH CHAND CONTRACTOR L3 | G.H. INFRASTRUCTURE PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas not exc 1.5m deep and getting out in in any type of soil complete all as specified and as directed. | 156.06 | Cum | 250 ₹39,015 | 150 ₹23,409 | 50 ₹7,803 | 223 ₹34,801.38 | 150 ₹23,409 | 170 ₹26,530.20 | 90 ₹14,045.40 | 150 ₹23,409 |
| 2.00 | Excavation in trenches for foundation etc not exc 1.5m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n. exc 10 sqm on plan and n. exc 1.5 m in deep and getting out in in any type of soil complete all as specified and as directed. | 24.08 | Cum | 280 ₹6,742.40 | 150 ₹3,612 | 110 ₹2,648.80 | 253 ₹6,092.24 | 200 ₹4,816 | 200 ₹4,816 | 90 ₹2,167.20 | 90 ₹2,167.20 |
| 3.00 | M & L for PCC (1:4:8) type D-2 (using 40mm graded broken stone aggregate) as in foundation and mass filling in drains complete all as specified and directed. | 14.42 | Cum | 2,200 ₹31,724 | 4,200 ₹60,564 | 2,800 ₹40,376 | 5,123 ₹73,873.66 | 3,500 ₹50,470 | 3,000 ₹43,260 | 2,700 ₹38,934 | 2,400 ₹34,608 |
| 4.00 | M & L for reinforced cement concrete (Design Mix M-25) grade (using 20mm graded stone aggregate) as in foundation, footings, beams, plinth protection, bases and columns etc basement slabs supported on walls, beams and columns in floors, roofs, shelves and the like complete all as specified and directed.
Note :- Reinforcement & formwork shall be measured and paid for separately. | 47.06 | Cum | 5,300 ₹2.5 L | 5,800 ₹2.7 L | 5,000 ₹2.4 L | 6,543 ₹3.1 L | 7,000 ₹3.3 L | 3,500 ₹1.6 L | 5,000 ₹2.4 L | 4,200 ₹2.0 L |
| 5.00 | M & L for form work to flat sides of rough finished surface of concrete as in foundation, footings, beams, plinth protection, bases and columns, sides of soffits(if any) of foundation or similar work verticle or to batter etc complete all as specified and directed. | 166.32 | Sqm | 300 ₹49,896 | 285 ₹47,401.20 | 250 ₹41,580 | 350 ₹58,212 | 150 ₹24,948 | 200 ₹33,264 | 280 ₹46,569.60 | 250 ₹41,580 |
| 6.00 | M & L for mild steel TMT bars 10mm dia & over cut to length bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and bending with and including MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed. | 3,056.94 | Kg | 70 ₹2.1 L | 82 ₹2.5 L | 68 ₹2.1 L | 95 ₹2.9 L | 70 ₹2.1 L | 50 ₹1.5 L | 85 ₹2.6 L | 75 ₹2.3 L |
| 7.00 | M & L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and bending with and including MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed. | 403.84 | Kg | 72 ₹29,076.48 | 82 ₹33,114.88 | 68 ₹27,461.12 | 98 ₹39,576.32 | 70 ₹28,268.80 | 45 ₹18,172.80 | 85 ₹34,326.40 | 75 ₹30,288 |
| 8.00 | M & L for brick work fly ash old size bricks as per IS-13757 straight or curved on plan exc 6m mean radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and directed. | 33.22 | Cum | 5,500 ₹1.8 L | 5,250 ₹1.7 L | 4,500 ₹1.5 L | 8,793 ₹2.9 L | 4,000 ₹1.3 L | 3,000 ₹99,660 | 4,400 ₹1.5 L | 4,500 ₹1.5 L |
| 9.00 | M & L for PCC (1:2:4) type B-1 (using 20mm graded broken stone aggregate) as in coping and other similar bands incl watering, slightly rounder or chamfered, angles and waste of formwork throating as directed incl necessary formwork complete all as specified and directed. | 1.23 | Cum | 5,200 ₹6,396 | 5,200 ₹6,396 | 4,200 ₹5,166 | 5,793 ₹7,125.39 | 6,000 ₹7,380 | 4,500 ₹5,535 | 4,200 ₹5,166 | 4,000 ₹4,920 |
| 10.00 | M & L rendering 15mm thick in cement mortar (1:4) on fair faces of brick masonry or concrete surfaces of walls, finished even & smooth without using extra cement complete all as specified and directed. | 192.6 | Sqm | 150 ₹28,890 | 200 ₹38,520 | 110 ₹21,186 | 243 ₹46,801.80 | 200 ₹38,520 | 200 ₹38,520 | 150 ₹28,890 | 130 ₹25,038 |
Updated dates
Tender Value
₹42.1 L
EMD Value
₹84,160
Closing Date
26 Nov 2025, 6:00 pmClosed
SHRI PRASANTA KACHARI GE (AF) SARSAWA
Garrison Engineer (AF) Sarsawa, Distt. Saharanpur (U.P), PIN- 247232
PROVISION OF TRAINING SHED AT PHYSICAL TRAINING GROUND SPECIAL GROUP THROUGH GE (AF) SARSAWA
2025_MES_737555_1
8125/SAR-T-56/2025-26
Open Tender
Civil Works
270 days
GE(AF) SARSAWA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE(AF) SARSAWA
₹84,160
Yes
16 Jan 2026
29 Oct 2025
3 Dec 2025
29 Oct 2025
26 Nov 2025
12 Nov 2025
29 Oct 2025 - 12 Nov 2025
Amount
Excavation over areas not exc 1.5m deep and getting out in in any type of soil complete all as specified and as directed.
Excavation in trenches for foundation etc not exc 1.5m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n. exc 10 sqm on plan and n. exc 1.5 m in deep and getting out in in any type of soil complete all as specified and as directed.
M & L for PCC (1:4:8) type D-2 (using 40mm graded broken stone aggregate) as in foundation and mass filling in drains complete all as specified and directed.
M & L for reinforced cement concrete (Design Mix M-25) grade (using 20mm graded stone aggregate) as in foundation, footings, beams, plinth protection, bases and columns etc basement slabs supported on walls, beams and columns in floors, roofs, shelves and the like complete all as specified and directed. Note :- Reinforcement & formwork shall be measured and paid for separately.
M & L for form work to flat sides of rough finished surface of concrete as in foundation, footings, beams, plinth protection, bases and columns, sides of soffits(if any) of foundation or similar work verticle or to batter etc complete all as specified and directed.
M & L for mild steel TMT bars 10mm dia & over cut to length bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and bending with and including MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
M & L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and bending with and including MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
M & L for brick work fly ash old size bricks as per IS-13757 straight or curved on plan exc 6m mean radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and directed.
M & L for PCC (1:2:4) type B-1 (using 20mm graded broken stone aggregate) as in coping and other similar bands incl watering, slightly rounder or chamfered, angles and waste of formwork throating as directed incl necessary formwork complete all as specified and directed.
M & L rendering 15mm thick in cement mortar (1:4) on fair faces of brick masonry or concrete surfaces of walls, finished even & smooth without using extra cement complete all as specified and directed.
M & L for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50gm/litre and UV resistance as per IS-15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces of walls including complete removal of existing treatment complete all as specified and directed.
S & F steel tubular trusses including special shaped washer framed work such as in doors or gate of angle or other section with gusset plates, braces etc. with ends of bars shouldered and/ or riveted, or forged into spikes, framed guard bars , barred iron dooetc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and directed.
S & F plates (plain or chequered) channel, square cut or notched (ordinary or colour sunk) forming holes, without any attachement conforming to Fe-410-W (Gde-E-250 quality-A) complete all as specified and directed.
S & F mild steel bolts diameter of neck exc 20 and n. exc 25mm purpose made with hexagonal or square head one end and screwed the other, or screwed both the ends, each screwed end to be fitted with washers and one or more hexagonal or square nuts exc 5cm but n. exc 10 cm long complete all as specified and directed.
S & F mild steel bolts (machine made) diameter of neck 16 to 20mm with hexagonal or square head one end and screwed the other, or screwed both the ends, each screwed end to be fitted with washers and one or more hexagonal or square nuts exc 5cm but n. exc 10 cm long complete all as specified and directed.
M & L for preparation of new or previously untreated steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and directed.
M & L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof or wall covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
M & L for Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof or wall covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
S & F UPVC pipes (SCH-80), 150 mm dia including coupler arrangments to gutter and necessary fittings like elbow, socket etc as in rain water pipes complete all as specified and directed.
Returning filling in including spreading levlling ,watering and well ramming in layers nexc 25cm thick in soft/loose soil complete all as specified and directed.
Removal of excavated material soil to a distance n. exc 50 m and depositing where directed at a level n. exc 1.5 m above or below to the starting point complete all as specified and directed.
M & L for hardcore, broken stone or boulders of gauge n. exc 63mm deposited, spreas and levelled in layers n. exc 15cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.
M & L for 75mm thick cement concrete type C-2 (1:3:6) (using 40 mm graded stone aggregates) as in plinth protection complete all as specified and directed.
G.H. INFRASTRUCTURE PRIVATE LIMITED (BID ID -3477536)
SUBHASH CHAND CONTRACTOR (BID ID -3477544)
NAQLI LAL SHARMA AND ARUN SHARMA (BID ID -3482978)
BRIJ CONSTRUCTIONS (BID ID -3483401)
DHARAMPAL SINGH AND SONS (BID ID -3483206)
Sunil Enterprises (BID ID -3476747)
Sharma Electrical and Engineering Works (BID ID -3483163)
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