Tender For Construction Of Septic Tank & Boundary Wall For Kasturba Gandhi Vidyalaya Nakaha At District- Lakhimpur.(U.P.)
Tender Value
51.68 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
16 days left
EMD
1.03 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kheri → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Septic Tank & Boundary Wall For Kasturba Gandhi Vidyalaya Nakaha At District- Lakhimpur.(U.P.)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 0.30 m & Avobe DSR 2.6.1 |
| 2 | Same as above item no-1 but depth 1.5m to 3.00m depth DSR 2.6.1&2.26.1 |
| 3 | Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation etc complete DSR 4.1.8 |
| 4 | Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering, shuttering, finishing & reinforcement. All work up to plinth level. 1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size) DSR 5.1.2 |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3 |
| 6 | 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 five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.2.2 |
| 7 | Centering, shuttering inluding strutting,proping etc. & removal of form for Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1 |
| 8 | Centering,shuttering inluding strutting,proping etc. & removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.etc complete DSR5.9.5 |
| 9 | Centering,shuttering inluding strutting,proping etc. & removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.DSR5.9.6 |
| 10 | Centering,shuttering inluding strutting,proping etc. & removal of form for. Suspended floors, roofs, landings, balconies and access platform.etc complete DSR 5.9.1 |
| 11 | Brick work with common burnt clay (non-modular) bricks of class-75 in foundation & plinth in. Cement morter 1:4 (1 cement:4 coarse sand) DSR 6.1.1 |
| 12 | Brick work with common burnt clay (non modular) bricks of class-75 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.4.1 |
| 13 | Brick work with common burnt clay (non-modular) bricks of class-150 in foundation & plinth in. Cement morter 1:6 (1 cement:6 coarse sand) etc all complete AR |
| 14 | Steel reinforcment for R.C.C work including strainghtening cutting bending placing in position & binding all complete up to plinth level. Thermo machanically treated bars of grade Fe-500D or more. DSR-5.22.6 |
| 15 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 13.4.1 |
| 16 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall etc all complete DSR 13.10 |
| 17 | Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of whiting etc all complete DSR13.39.2 |
| 18 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.DSR 10.31 |
| 19 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture etc all complete DSR 13.48.3 |
| 20 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) etc all complete as per direction of E/I DSR 16.53 |
| 21 | 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 steel windows by welding etc all complete as per direction of E/I DSR9.48.1 |
| 22 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate etc all complete DSR 11.3.1 |
| 23 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar DSR 19.15.1 |
| 24 | providing and fixing S.C.I. Tee 150 mm inlet and outlet of septic tank DSR 7087 |
| 25 | providing and fixing 75 mm diameter Sand cast iron S&S pipe as per IS: 1729 : for vent DSR17.35.2.1 |
| 26 | providing and fixing 75 mm Sand cast iron terminal gaurd as per IS 1729 DSR17.56.2.1 |
| 27 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D-10 Circular shape 500 mm internal diameter DSR-19.19.2.2 |
| 28 | Providing and fixing of uPVC SWR ring fit pipe of class B of ISI marka confirming to is code 13592 make prince supreme finolex in internal work of toilet and RWP etc including fixing with rubber ring etc. including cost of all material labour etc including excavation &trenches etc complete 110mm dia ch23/sec no.34 |
| 29 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:1.5:3 mix (1 cement 1.5 coarse sand :3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement 4 coarse sand 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1) cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement 2 coarse sand 4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 500x700mm and 450mm deep including Cl cover with frameWith FPS bricks of class designation 150 AR |
| 30 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 etc complete DSR 19.32.1 |
| 31 | For site clearance L.S. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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