Tender For Provision Of Security Wall In Pokaran Military Station
Tender Value
12.58 Crore
Estimated cost
Bid Submission
07 Sep 2026
47 days left
EMD
9.55 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaisalmer → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Security Wall In Pokaran Military Station
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Jul-2026 | Corrigendum No 01 | Date | 07-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth for foundation and getting out in hard/dense soil complete all as specified and directed by engineer-in-charge. |
| 2 | Excavation in trenches exc 1.5 m wide and not exc 3.0 m in depth for foundation and getting out in hard/dense soil complete all as specified and directed by engineer-in-charge. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming excavated soil in layers not exc 25cm thick in soil complete all as specified and directed by engineer-in-charge. |
| 4 | Removing excavated material (soil) to a distance not exc 50 Mtr and depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed by engineer-in-charge. |
| 5 | M&L PCC 1:4:8 type D-2 using 40mm graded aggregate as in foundation filling, sub base and mass concrete etc complete all as specified and directed by engineer-in-charge. |
| 6 | M&L for Reinforced cement concrete M-25 (Design Mix) using 20mm crushed stone 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 directed by engineer-in-charge. |
| 7 | M&L for Reinforced cement concrete M 25(Design Mix) using 20mm crushed stone as in Beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed by engineer-in-charge. |
| 8 | M&L for Reinforced cement concrete M 25(Design Mix) using 20mm crushed stone as in Columns, pillars, piers, posts and struts complete all as specified and directed by engineer-in-charge. |
| 9 | M&L for Brickwork with subclass ‘B’ bricks, designation-75, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed by engineer-in-charge. |
| 10 | Use and waste Formwork flat to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) foundation and plinth beams; and similar work; vertical or to batter in flat surfaces complete all as specified and directed by engineer-in-charge. |
| 11 | Use and waste Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finish surface of concrete complete all as specified and directed by engineer-in-charge. |
| 12 | M&L for mild steel works using angle confirming to Fe-410-0 or Fe 310-0 in post & strust posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by engineer-in-charge. |
| 13 | M&L for Tie bars with screwed ends, nuts, washers and mild steel plates for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe- 290 Gde-E-165 complete all as specified and directed by engineer-in-charge. |
| 14 | M & L for 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 mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by engineer-in-charge |
| 15 | M & L for TMT bars 6-8 mm dia as in stirrups and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by engineer-in-charge |
| 16 | M& L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with CM (1:4) finishing fair and even with out using extra cement complete all as specified and directed by engineer-in-charge |
| 17 | M& L for 15 mm thick rendering on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing with CM (1:4) finishing fair and even with out using extra cement complete all as specified and directed by engineer-in-charge |
| 18 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 5489:2004, 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 complete all as specified and directed by engineer-in-charge |
| 19 | M&L for two coat of synthetic enamel paint on one coat of red oxide primer on newly steel surface including preparation complete all as specified and directed by engineer-in-charge |
| 20 | S&F of 110 mm PVC (SWR) pipes socketed in any length with rubber ring joints fixed in trenches or fixed to walls complete all as specified and directed by engineer-in-charge |
| 21 | S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)complete all as specified and directed by engineer-in-charge |
| 22 | S&F punched tape concertina coil 800 mm dia made out of 2.8 mm dia spring steel core wire having zinc coation at 12-18 microns dipped with corrosion prevented flind (Rustilo 901) each coil having a minimum spiral turns per coil 50/51 turns and streatch length 7 to 8 m an average weight not less than 8.5 kg + 5% including handless and spike at both ends of coil erected and fixed on security wall complete all as specified and directed by engineer-in-chargeNote:-BOO will be constituted by GE to determine the weight of concertina coil before execution of work. |
| 23 | Provn of steel gate 7.5 metre wide in double leaf including pillars in RCC, excavation and earth work in hard /Dense, painting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by engineer-in-charge and as shown on drawing TD DRG OF CEA/1A/TD/110. |
| 24 | M&l for MS grill and grating complete all as specified and directed by engineer-in-charge |
| 25 | Dismantling posts or struts (wood, steel or R.C.C.) embedded in concrete of any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed by engineer-in-charge |
| 26 | Dismantling fencing wire mesh,any type complete all as specified and directed by engineer-in-charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 07, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 47 daysSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 47 daysSep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 54 daysTender Documents
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