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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₹23.3 LAccepted-Finance H NO 07 SHIVAJI NAGAR PATHANKOT 145001 | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹25.6 L+₹2.2 L (9.55%)Rejected-Finance 1ST FLOOR GURJEET MARKET DHANGU ROAD | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹26.3 L+₹3.0 L (12.8%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹27.2 L+₹3.9 L (16.5%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹28.8 L+₹5.5 L (23.7%)Rejected-Finance NEAR CIVIL HOSPITAL VILLAGE PO CHOWARI DISTT CHAMBA HP | CHOWARI | CHAMBA | HIMACHAL PRADESH | 176302 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S SINGH AND ASSOCIATES L6 | Vijay Kumar Contractor and Engineers L2 | M/S Ajay Kumar Mahajan L3 | m/S Varun Gupta L5 | M/s Shakti Electric Works L1 | KLM Enterprises L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exc 10 Sqm on plan and not exc 1.5m in depth in hard dense soil and getting out complete all as specified and directed by Engineer in charge | 14 | Cum | 200 ₹2,800 | 250 ₹3,500 | 150 ₹2,100 Lowest | 200 ₹2,800 | 150 ₹2,100 Lowest | 450 ₹6,300 |
| 2.00 | M&Lfor PCC 1:3:6 type C2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete. etc complete all as specified and directed by Engineer in charge | 8 | Cum | 4,500 ₹36,000 | 5,000 ₹40,000 | 2,600 ₹20,800 Lowest | 4,000 ₹32,000 | 3,000 ₹24,000 | 5,300 ₹42,400 |
| 3.00 | M&l for RCC M25 (Design mix) using 20mm graded crushed stone aggregates in footing etc. all as specified and directed by Engineer in charge | 4 | Cum | 5,500 ₹22,000 | 7,000 ₹28,000 | 4,500 ₹18,000 Lowest | 7,000 ₹28,000 | 5,000 ₹20,000 | 5,880 ₹23,520 |
| 4.00 | M&l for RCC M-25 (Design mix) using 20mm graded crushed stone aggregates in columns etc all as specified and directed by Engineer in charge | 4.5 | Cum | 6,500 ₹29,250 | 7,500 ₹33,750 | 4,000 ₹18,000 Lowest | 7,000 ₹31,500 | 5,000 ₹22,500 | 5,850 ₹26,325 |
| 5.00 | M &L for Formwork to sides of concrete foundations, footings etc and similar work, vertical or to batter (Fair finished surfaces of concrete) all as specified and directed by Engineer in charge | 9.9 | Sqm | 600 ₹5,940 | 400 ₹3,960 | 250 ₹2,475 Lowest | 455 ₹4,504.5 | 250 ₹2,475 Lowest | 400 ₹3,960 |
| 6.00 | M &L for Formwork to sides of columns etc. (Rough finished surfaces of concrete) all as specified and directed by Engineer in charge | 12 | Sqm | 400 ₹4,800 | 500 ₹6,000 | 200 ₹2,400 Lowest | 455 ₹5,460 | 250 ₹3,000 | 500 ₹6,000 |
| 7.00 | Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed by Engineer in charge | 495 | Kg | 100 ₹49,500 | 105 ₹51,975 | 80 ₹39,600 Lowest | 95 ₹47,025 | 95 ₹47,025 | 105 ₹51,975 |
| 8.00 | 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 binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed by Engineer in charge | 130 | Kg | 100 ₹13,000 | 105 ₹13,650 | 80 ₹10,400 Lowest | 95 ₹12,350 | 95 ₹12,350 | 100 ₹13,000 |
| 9.00 | M &L for Rendering 15mm thick in CM 1:4 on concrete surfaces finished even and smooth without using extra cement all as specified and directed by Engineer in charge | 33 | Sqm | 350 ₹11,550 | 300 ₹9,900 | 150 ₹4,950 Lowest | 300 ₹9,900 | 250 ₹8,250 | 430 ₹14,190 |
| 10.00 | M&L For two coat of Cement base painting on new plastered surfaces of walls including preparation of surface all as specified and directed by Engineer in charge | 33 | Sqm | 100 ₹3,300 | 40 ₹1,320 Lowest | 150 ₹4,950 | 90 ₹2,970 | 80 ₹2,640 | 40 ₹1,320 Lowest |
Tender Value
₹43.7 L
EMD Value
₹87,500
Closing Date
25 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.
Sh Dharmendra Kumar Baitha
GE(AF) Pathankot
PROVISION OF GATES AT CERTAIN LOCATION AT AF STN DALHOUSIE
2026_MES_753347_2
GE/PAF-97/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE (AF) Pathankot
As per NIT
8 documents required · 8 mandatory
₹500
Yes
GE (AF) Pathankot
₹87,500
Yes
9 Oct 2026
28 Aug 2026
28 Sept 2026
28 Aug 2026
25 Sept 2026
12 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exc 10 Sqm on plan and not exc 1.5m in depth in hard dense soil and getting out complete all as specified and directed by Engineer in charge | 14 | Cum | - | - |
| 2 | M&Lfor PCC 1:3:6 type C2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete. etc complete all as specified and directed by Engineer in charge | 8 | Cum | - | - |
| 3 | M&l for RCC M25 (Design mix) using 20mm graded crushed stone aggregates in footing etc. all as specified and directed by Engineer in charge | 4 | Cum | - | - |
| 4 | M&l for RCC M-25 (Design mix) using 20mm graded crushed stone aggregates in columns etc all as specified and directed by Engineer in charge | 4.5 | Cum | - | - |
| 5 | M &L for Formwork to sides of concrete foundations, footings etc and similar work, vertical or to batter (Fair finished surfaces of concrete) all as specified and directed by Engineer in charge | 9.9 | Sqm | - | - |
| 6 | M &L for Formwork to sides of columns etc. (Rough finished surfaces of concrete) all as specified and directed by Engineer in charge | 12 | Sqm | - | - |
| 7 | Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed by Engineer in charge | 495 | Kg | - | - |
| 8 | 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 binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed by Engineer in charge | 130 | Kg | - | - |
| 9 | M &L for Rendering 15mm thick in CM 1:4 on concrete surfaces finished even and smooth without using extra cement all as specified and directed by Engineer in charge | 33 | Sqm | - | - |
| 10 | M&L For two coat of Cement base painting on new plastered surfaces of walls including preparation of surface all as specified and directed by Engineer in charge | 33 | Sqm | - | - |
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