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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹5.9 Cr
EMD Value
₹6.2 L
Closing Date
5 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Chief Engineer Udhampur Zone
HQ Chief Engineer Udhampur Zone, PIN- 900386, C/O 56 APO
Provn of Security Infrastructure in Various Pockets in Nagrota Under GE (P) Nagrota
2026_MES_792608_1
88029-A/E8
Open Tender
Civil Works
Item Rate
690 days
Nagrota
As per NIT
8 documents required · 8 mandatory
₹3,000
GE (P) Nagrota
₹6.2 L
Yes
HQ Chief Engineer Udhampur Zone
7 Oct 2026
7 Oct 2026
7 Nov 2026
7 Oct 2026
5 Nov 2026
29 Oct 2026
8 Oct 2026 - 19 Oct 2026
19 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in all kind of soil (the excavated soil) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. | 3,312.02 | Cum | - | - |
| 2 | Earth work in excavation by in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto exceeding 1.50m to 3m, including getting out in all kind of soil (the excavated soil) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed.
Note:- Contractor may at his discretion use any means for excavation and width required at site. However payment shall be made for authorized width only as defined in preamble para 3.2.3 to section 3 of MES SSR Part-II. | 220.21 | Cum | - | - |
| 3 | Plain cement concrete type D-2, (1:4:8) using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 260.37 | Cum | - | - |
| 4 | Reinforced cement concrete M-30 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 733.57 | Cum | - | - |
| 5 | Reinforced cement concrete M-30 (Design Mix) using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and directed. | 246.96 | Cum | - | - |
| 6 | Reinforced cement concrete M-30 (Design Mix) using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed. | 202.01 | Cum | - | - |
| 7 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter for rough finished surfaces of concrete flat, complete all as specified. | 3,446.62 | Sqm | - | - |
| 8 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams etc. for rough finished surface of concrete flat complete all as specified and directed. | 2,270.52 | Sqm | - | - |
| 9 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete square, rectangular or polygonal complete all as specified and directed. | 2,696.4 | Sqm | - | - |
| 10 | Brick work with subclass "B" brick using old size bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and directed. | 5,370.5 | Cum | - | - |
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TENDERER.pdf
Tender Documents • 3.35 MB
Drg1_compressed.pdf
Additional Documents • 0.63 MB
Drg2_compressed.pdf
Additional Documents • 2.18 MB
Drg3_compressed.pdf
Additional Documents • 0.48 MB
BOQ_888767.xls
BOQ • 1.52 MB
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