Tender For Provn Of Shelter For Storage Of Live Articles At Shashitar Under Ge (Af) Jammu (3Rd Call)
Tender Value
14.50 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
18 days left
EMD
29000
Bank guarantee accepted
Document Fee
500
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 Shelter For Storage Of Live Articles At Shashitar Under Ge (Af) Jammu (3Rd Call)
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas, n exc 1.5m deep & getting out in hard / dense soil complete all as specified and as directed by Engr-in-Charge. |
| 2 | Excavating over areas, exc 1.5m but n exc 3.0m deep & getting out in any type complete all as specified and as directed by Engr-in-Charge. |
| 3 | M&L PCC 1:4;8 type D-2 using 40 mm graded stone aggregate as in Foundation and mass concrete complete all as specified and as directed by Engr-in-Charge. |
| 4 | Formwork to sides of concrete foundations,footing bases of columns,raft & raft beams,sides & soffits of foundations & plinth beams similar work faces of waklls retaing walls abutments parapets and staircase railings and similiar complete all as specified and as directed by Engr-in-Charge. |
| 5 | Formwork to sides and soffits of floor or roof beams, beam haunchings,girders, bressummers, lintels, plinth,cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors all as specified and as directed by Engr-in-Charge. |
| 6 | Formwork to sides of pillars, posts, struts, piers, columns, wall ,beams, and stanchions all as specified and as directed by Engr-in-Charge. |
| 7 | M&L RCC M-25 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete all as specified and as directed by Engr-in-Charge |
| 8 | M&L RCC M-25 design mix using 20 mm graded aggregate in roof beams ,lintels, slabs supported on walls ,beams and columns,plinth beams in floor roofs landings balconies canopies deck slabs and in shelves and the like including attached plasters and buttresses , all as specified and as directed by Engr-in-Charge |
| 9 | M&L RCC M-25 design mix using 20 mm graded aggregate in columns, pillars ,piers, posts and struts basement walls and the like thickness above the top of footing including attached plasters and buttresses all as specified and as directed by Engr-in-Charge |
| 10 | M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality call as specified and as directed by Engr-in-Charge |
| 11 | M&L Mild steel TMT bars 8mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality call as specified and as directed by Engr-in-Charge |
| 12 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified. |
| 13 | Removing excavated soil exc. 50m but n exc 100m & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified. |
| 14 | M&L for framed work such as steel doors, gates or other section or angle, Fe-410-W Gde E-250 of quality \\"A'complete all as specified and as directed by Engr-in-Charge.. |
| 15 | M&L,preparation of newely steel surfaces exc 10cm width or girth and applying 2 coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engr-in-Charge. |
| 16 | M&L for PCC 1:5:10 type E2 using 40 mm graded stone aggregate as in filling, foundation and mass concrete complete all as specified and as directed by Engr-in-Charge. |
| 17 | S & F rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates etccomplete all as specified and as directed by Engr-in-Charge. |
| 18 | S & F plain, black mild steel 1.25mm thik sheeting in stepped flashings (measured as the minimum rectangle from which the pieces can be cut) as in roof bottom complete all as specified and as directed by Engr-in-Charge. |
| 19 | M&L providing type B-1,1:2:4Cement concrete in roof or moulded rounded or feathered on edges ( 20mm graded aggregate) complete all as specified and as directed by Engr-in-Charge. |
| 20 | M&L applying evenly a coat of black bitumenous paint on Surfaces of any description wood, steel, iron,conrete, brick, stone, etc.,exceeding 10cm in width or girth at of Black bitumenous paint including surface, |
| 21 | M&L for waterproofing treatment on horizontal and vertical surfaces with polymeric waterproofing membrane minimum weighing 3.0 kg per square meter and minimum 3 mm thick, reinforced with polyester non-wave fabric(weight not less than 150 grams per square meter) laid on primed surface by forced application. Complete all specified work laid over a coat of bitumen primer @ 0.30 liters per square meter, with applying a coat of hot blown bitumen of grade 85/25 or 95/15 1.20 kg per square meter. APP membrane shall be laid by torching with 75 mm overlap in longitudinal direction and100 mm overlap in transverse direction. Finally fixed with a coat of solar reflective aluminum paint @100 grams per square meter, as specified by the Engineer-in-Charge. |
| 22 | M&L providing precast cement concrete solid block masonary typeB-1 (1:2:4) using 20mm graded stone aggregate exc 10cm width and in setting in 1:4 cement mortar complete all as specified and as directed by Engr-in-ChargeNote-Frame work shall shall be included in this item. |
| 23 | M&L PCC (1:2:4 ) type B 1 using 20 mm graded crushed stone agg as in coping etc including fom work complete all as specified and as directed by Engr-in-Charge. |
| 24 | M&L Plastering 15 mm thick on 1:4 on fair face of brick work or concrete surface finished fair even and smooth w/o using extra cement complete all as specified and as directed by Engr-in-Charge. |
| 25 | M&L preparation of new plaster surface applying two coat of cement base paint on wall and a coat of primer complete all as specified and as directed by Engr-in-Charge. |
| 26 | M&L Sand filling in bags (each bag containing minimum of 0.05 Cum of sand including sand bag) and placing where where directed by Engr in charge complete all as specified, |
| 27 | M&L PCC (1:4:8) type D 2 using 40 mm graded crushed stone aggregate 75mm thick in sub base of floor etc, ccomplete all as specified and as directed by Engr-in-Charge. |
| 28 | M&L Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engr-in-Charge. |
| 29 | M&L PCC in foundations, filling and mass-concrete type C2 (1:3:6) using 40 mm graded stone aggregate complete all as specified and as directed by Engr-in-Charge. |
| 30 | M&L PCC type B1 (1:2:4) using 20 mm graded aggregate as in copings, bond stone, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating,complete all as specified and as directed by Engr-in-Charge. |
| 31 | SCHEDULE 'A' PART-II (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch 'A' Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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