Tender For Provn Of Hardstanding Inside And Front Of Fri, Hq Cif K And special Repair To Compound Wall Near Att Line Platoon At Shalateng Garisson Under Age(I) Cif(K)
Tender Value
8.84 Lakhs
Estimated cost
Bid Submission
12 Sep 2026
13 days left
EMD
17680
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Srinagar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Hardstanding Inside And Front Of Fri, Hq Cif K And special Repair To Compound Wall Near Att Line Platoon At Shalateng Garisson Under Age(I) Cif(K)
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil, complete all as specified. |
| 2 | M&L for hardcore of broken stone or boulders gauge exc 63mm but not exceeding 100mm deposited, spread and levelled in layers not exceeding 15cm thick watered and rolled/rammed tot a true surface complete all as specified. |
| 3 | M&L for 100mm thick PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregates) as in floor/ path and finishing the surface of concrete even and rough to receive top layer, complete all as specified and directed by the Engineer-in-Charge. |
| 4 | M&L for PCC M20 (Nominal mix), 1:1.5:3 type A2 (using 20 mm graded crushed stone aggregates) as in floors laid in panels including necessary formwork complete all as specified and directed by the Engineer-in-Charge. |
| 5 | M&L for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compund, Grade 'A' thickness of concrete slab 100mm, complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | M&L for forming Contraction (Dummy) joints 65 mm deep X 10mm wide, filled with sealing compound grade 'A' including bituminous filler complete all as specified and as directed by the Engineer-in-Charge. |
| 7 | M&L for forming Construction joint 30mm deep X 10 mm wide filled with sealing compound Grade 'A' complete all as specified and as directed by the Engineer-in-Charge. |
| 8 | M&L for finishing surface of concrete roads, pavements by brooming complete all as specified and directed. |
| 9 | M&L for removing excavated soil to a distance exc.250m but n. exc. 500m and depositing in low lying area, complete all as specified and directed. |
| 10 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for Excavation in trenches n. exc.1.5m wide for foundation etc. n. exc. 10sqm on plan and n. exc. 1.5m in depth, and getting out in hard/dense soil, complete all as specified. |
| 12 | M&L for PCC type D2 1:4:8 (using 40mm graded stone aggregate) in foundation, filling and mass concrete, complete all as specified. |
| 13 | M&L for brick work with sub class 'B' bricks straight or curved on plan exc. 6 meter mean radius built in cement mortar 1:6, complete all as specified and as directed |
| 14 | M&L for Reinforced cement concrete (Nominal mix) 1:2:4 type B-1 using 20mm graded crushed stone aggragte as in tie beams, gable beams, cantilevers, bressummers, lintels over 1.5m span etc., complete all as specified as directed by the Engineer-in-Charge. |
| 15 | Use and waste of formwork for rough finished surfaces to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide, complete all as specified and as directed by Engineer-in-Charge. |
| 16 | M&L for TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or 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 as directed by Engineer-in-Charge. |
| 17 | All as per Srl item No. 16 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. |
| 18 | M&L for Plain cement concrete 1:2:4, type B-1 ( using 20 mm graded crushed stone aggregate) as in lintels upto 1.50 metre clear span, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and as directed by Engineer-in-Charge. |
| 19 | M&L 15 mm thick rendering on external surface of brickwork in CM 1:4 including 5mm thick floating/setting coat and finishing the surfaces even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 20 | M&L Preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer paint, complete all as specified and as directed by Engineer-in-Charge. |
| 21 | Returning and filling in soil including levelling, watering and well ramming in layers n.exc. 25cm thick by using soft/loose soil as in low lying area, complete all as specified. |
| 22 | Note :- An amount of Rs. Rs 10,940.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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