Tender For Construction Of Bachat Samiti Shops At Ner Chowk Adjoining To Combined Office Building Balh, Development Block Balh, Distt. Mandi (H.P)
Tender Value
16.35 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
7 days left
EMD
33000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bachat Samiti Shops At Ner Chowk Adjoining To Combined Office Building Balh, Development Block Balh, Distt. Mandi (H.P)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation, trenches, drains (Any width or square metre on plan), including dressing of sides and ramming of bottoms, lift upto any height, including getting out the excavated soil and disposal of surplus excavated soil as directed in all kinds of classification, of soils such as pick work, jumper work, blasting work saturated soils including chiseling or any other mixed variety of soils, dewatering and / or removal of slush and other incidentals within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. |
| 2 | Providing and laying, mechanically mixed and vibrated cement concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate 40 mm (forty millimeter) nominal size) in foundation and plinth including curing complete excluding the cost of form work but including carriage of material with in all leads, lift, and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 3 | Providing and laying, mechanically mixed and vibrated cement concrete 1:5:10 (one cement : Five sand : Ten graded crushed stone aggregate 40 mm (forty millimeter) nominal size) including curing complete excluding the cost of form work above plinth level up to floor all level including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 4 | Random rubble masonry with hard stone of approved quailty in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement : six coarse sand : twelve graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) including curing complete and carriage of materials with in all leads, lifts and other incidentals. |
| 5 | Providing form work with steel plates 3.15 mm ( three point fifteen millimetre ) thick welded with angle iron in frame 30x30x5 mm (Thirty millimetre x Thirty millimetre x five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies in any height of propping and centering below supporting floor to ceiling upto floor all level and removal of the same for in-situ reinforced concrete and plain concrete work including carriage of materials with in all leads, lifts and other incidentals or as per direction of Engineer-in-charge in:- |
| 6 | Foundation ,footing basis of columns etc. and mass concrete. |
| 7 | Columns, pillars, posts and struts square, rectangular or polygonal in plan as required. |
| 8 | Beams cantilever girders and lintels, side and soffits of beams, beams haunchings, cantilevers, bressumers and lintels any depth in all heights from floor. |
| 9 | Flat surfaces, such as soffits of the suspended floors roofs , landings, balconies and access platform and the like floors etc. up to any thickness. |
| 10 | Form work in edges of slab and breaks in floor and walls under 20 cm wide as required. |
| 11 | Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level including carriage of materials with in all leads, lifts and other incidentals. |
| 12 | Reinforced cement concrete work in walls any thickness including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor all level excluding the cost of centering, shuttering, finishing and reinforcement in secified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete as required including carriage of materials with in all leads, lifts and other incidentals. |
| 13 | Reinforced cement concrete work in Beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor all levels excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete including carriage of materials with in all leads, lifts and other incidentals. |
| 14 | Providing tor steel reinforcement TMT bars of grade Fe-500 D or more ISI make high yield strength for reinforced cement concrete work including straightening, cutting ,bending, binding and placing in position and cost of binding wire complete up to floor all levels including carriage of material with in all leads, lifts and other incidentals complete as per direction and to the entire satisfaction of Engineer-in-Charge |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor all level in all shapes and sizes in cement mortar 1:6 (one cement : six sand) including curing complete and carriage of material with in all leads, lifts and other incidentals, complete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 16 | Stone soling under floor complete as required including carriage of material with in all leads, lifts and other incidentals. |
| 17 | Providing Sal wood work in frames of doors, windows, clerestorywindowsandother frames, wrought framed and fixed inpositionwithhold fast lugsor withdash fastenersof requireddia& length ( hold fast lugs or dash fastener shall be paid for separately) including carriage of material with in all leads, lifts and other incidentals. |
| 18 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. including carriage of material with in all leads, lifts and other incidentals. |
| 19 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including carriage of materials with in all leads, lifts and other incidentals. |
| 20 | 6 mm (six millimeter) thick cement plaster to ceiling in cement mortar 1:3 (one cement : three sand) including curing complete and carriage of material with in all leads, lifts and other incidentals. |
| 21 | 15 mm (fifteen millimeter) thick cement plaster in single coat on rough / fair side of brick /concrete / stone wall for interior plastering for all floors including arises internal rounded angles chafers and / or rounded angles chamfers and / or rounded angles not exceeding 80 mm (eighty millimeters )In girth and finished even and smooth in cement mortar 1:6 (one cement : six sand ) including curing complete and carriage of material with in all leads, lifts and other incidentals. |
| 22 | 25 mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 oarse sand) including carriage of material with in all leads, lifts and other incidentals. |
| 23 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete and carriage of material with in all leads, lifts and other incidentals. |
| 24 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications or as directed by Engineer-in-charge including carriage of material with in all leads, lifts and other incidentals. |
| 25 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture. |
| 26 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture. |
| 27 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer as directed by Engineer-in-charge. |
| 28 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as directed by Engineer-in-charge. |
| 29 | Supplying and fixing rolling shutters of approved make,made of 80x1.20 mm M.S. laths with 1.20 mm thick top cover, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength informing to IS: 4454- part 1 and M.S. top cover of required thickness for rolling shutters including carriage of material with in all leads, lifts and other incidentals. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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