Tender For Provn Of Addn And Alteration Of Security Infrastructure In Existing Gaps Along Perimeter At Pallanwala Mil Stn Under Ge (S) Akhnoor
Tender Value
4.16 Crore
Estimated cost
Bid Submission
08 Sep 2026
15 days left
EMD
4.91 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Addn And Alteration Of Security Infrastructure In Existing Gaps Along Perimeter At Pallanwala Mil Stn Under Ge (S) Akhnoor
BOQ
| Sl. No. | Item Description |
| 1 | M&L Surface dressing n exc15 cm deep in soft/loose soil complete all as speciified and directed by Engr-in-Charge. |
| 2 | M&L Excavating over areas, n exc 1.5 m deep and getting out in any type of soil complete all as speciified and directed by Engr-in-Charge. |
| 3 | M&L Excavating over areas, exc 1.5 m and n. exc 3.00 m deep and getting out in any type of soilcomplete all as speciified and directed by Engr-in-Charge. |
| 4 | M&L300 mm Dia Boring holes in any type of soil for under-reamed piles and getting out and disposal of spoil to a distance of n exc. 50 m all complete all as speciified and directed by Engr-in-Charge. |
| 5 | M&L Sand filling under floors or in foundations including watering & consolidation complete all as speciified and directed by Engr-in-Charge. |
| 6 | Cement concrete in foundations,Type D2 in CM 1:4:8 using (40mm graded stone aggregate) filling and mass-concrete complete all as speciified and directed by Engr-in-Charge. |
| 7 | 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as speciified and directed by Engr-in-Charge. |
| 8 | S&F TMT bars of 5mm dia and over upto and including 10mm dia in stirrups,spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as speciified and directed by Engr-in-Charge. |
| 9 | Use and waste of formwork for rough finished 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 surface of concrete complete all as speciified and directed by Engr-in-Charge. |
| 10 | Use and waste of formwork for rough finished to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better for rough finished surface of concrete complete all as speciified and directed by Engr-in-Charge. |
| 11 | Use and waste of formwork for rough finished to sides and soffit of floor or roof beam ,beam hauching girder,lintel,shelves including support overhang, complete all as speciified and directed by Engr-in-Charge. |
| 12 | Use and waste of formwork for rough finished to sides of pillars, posts, struts, piers, columns and stanchions complete all as speciified and directed by Engr-in-Charge. |
| 13 | M&L for RCC M-30 (Design mix) using 20 mm graded aggregate as in foundation,including rafts,footing,foundation beams;plinth beam ;bases for column ,etc;basement slab ,under-reamed piles and mass concrete complete all as speciified and directed by Engr-in-Charge. |
| 14 | M&L for RCC M-25 (Design mix) using 20 mm graded aggregate as in foundation,including rafts,footing,foundation beams;plinth beam ;bases for column ,etc;basement slab ,under-reamed piles and mass concrete complete all as speciified and directed by Engr-in-Charge. |
| 15 | M&L for RCC M-25 (Design mix) using 20 mm graded aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as speciified and directed by Engr-in-Charge. |
| 16 | M&L for RCC M-25 (Design mix) using 20 mm graded aggregate as in beam ,cantilever ,lintel all as specified complete all as speciified and directed by Engr-in-Charge. |
| 17 | M&L for RCC M-25 (Design mix) using 20 mm graded aggregate as in Columns, pillars, piers, posts and struts complete all as speciified and directed by Engr-in-Charge. |
| 18 | S&F Mild steel work as in posts and struts in fencing including cutting to to shape as directed, drillingholes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.), handrails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as speciified and directed by Engr-in-Charge. |
| 19 | S & F Mild steel Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as speciified and directed by Engr-in-Charge. |
| 20 | M & L for rendering 05 mm thick cement plaster on fair faces of concrete surfaces in cement mortar (1:3) with integral water proofing compound (measured and paid seperately) finished even and smooth without using extra cement complete all as speciified and directed by Engr-in-Charge. |
| 21 | Supply only integral water proofing compound complete all as speciified and directed by Engr-in-Charge. |
| 22 | S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as speciified and directed by Engr-in-Charge. |
| 23 | Preparing surfaces of plastering or unplastered surfaces on walls applying two coats of cement base paint over a coat of alkali resistant primer complete all as speciified and directed by Engr-in-Charge. |
| 24 | Preparation of new steel surfaces over 10cm width or girth not otherwise described appling two coats of synthetic enamel paint over a coat of red oxide etc complete all as speciified and directed by Engr-in-Charge. |
| 25 | 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 straining 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 speciified and directed by Engr-in-Charge. |
| 26 | Concertina coil: 600 mm Dia/56 Loops/2.5 mm core wire. Coil Diameter: 600 mm. Type of Strip: Heavy Galvanized (IS 1730). Type of Core wire: Heavy Galvanized (IS 280-2006). Core wire Diameter: 2.50 mm Dia. Zinc Coating to Strip: Minimum 200 GSM/Sqmm. Zinc Coating on wire: Minimum 275 GSM/Sqmm (IS 6745-1972 reaffirmed 2006). Tensile Strength of wire: 1400-1500 N/Sq.mm. Weight: 14.63 Kg (+ 5%). Number of Loops: 56. Blade Length: 22 mm. Barb Profile: Medium Blade (MBBT). Distance Between Barb: 35 mm. Stretchable length: 12 mtrs, Type of clip: Hardened Steelin Galvanized steel. (Wt: 8 Kg (5 % +-) per 6 to 8 Mtr ) complete all as speciified and directed by Engr-in-Charge. |
| 27 | S & F 1.50 mm thick Aluminium anodised sheet to cover crumple joint of boundary wall, to be fixed on RCC wall surface with 40 mm long screw alongwith washer including necessary drilling holes etc complete all as speciified and directed by Engr-in-Charge. |
| 28 | Supply only 40 mm thick Bitumen filler board for crumple/ Expansion Joints complete all as speciified and directed by Engr-in-Charge. |
| 29 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as speciified and directed by Engr-in-Charge. |
| 30 | Removing excavated material exc. 250 m but n exc. 500 m and depositing complete all as speciified and directed by Engr-in-Charge. |
| 31 | Bentonite powder required for drilling of bore hole for pile foundation to be applied as per manufacturers instructions complete all as speciified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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