Indian Tenders

Tender Notice

TDR 55323478
Tendering Authority Nagar Palika Parishad
Tender No 196/E-T/PWC/2025-26
Tender ID 2026_DOLBU_1144476_6
Tender Brief Tender For Construction Work Of The Panchayat Dharamshala In Ward No. 3, Badial.
City Shamli
State Uttar Pradesh
Document Fees INR 590 /-
EMD INR 67775.0 /-
Tender Value INR 33.88 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Construction Work Of The Panchayat Dharamshala In Ward No. 3, Badial.

Key Dates

Publish Date 02-05-2026
Last Date of Bid Submission 20-05-2026
Tender Opening Date 21-05-2026

Contact Information

Company Name Nagar Palika Parishad
Contact Person Executive Officer
Address Nagar Palika Parishd Shamli

BOQ Items

Name of Work:- Construction work of the Panchayat Dharamshala in Ward No. 3, Badial.
Sl. No. Item Description
1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In mad mortar ([DSR Rate X Bare Rare Factor Without Cost Index X District Code Index) Base Cost Index) (704.90x0.735x107/107 -518.10)
2Deduct the cost of old bricks.... Etc. With A/C
3Ded the cost of old brick aggregate....Etc. With 3 A/C
4Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge All kinds of soil ([DSR Rate X Bare Rare Factor Without Cost Index X District Code Index]/Base Cost Index) (177.50x0.735x107/107-130.46)
5Disposal of moorum/building rubbish/ malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer in-charge (494.10x0.735x107/107-363.16)
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) (6518.60x0.735x107/107 -4791.17)
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) (7878.50x0.735x107/107-5790.69)
8Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1) cement: 4 coarse sand) (7370.65x0.735x107/107 -5417.42)
9Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (700.50x0.735x107/107-514.86)
10Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 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) -6648.62) (9045.75x0.735x107/107
11Reinforced 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) (10852.95x0.735x107/107-7976.91)
12Reinforced 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 five level, 2 excluding the cost of centering, shuttering. finishing and reinforcement with 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). (11505.50x0.735x107/107-8456.54)
13Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (107.85x0.735x107/107 -79.26)
14Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 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) (9344.35x0.735x107/107-6868.09)
15CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) (357.35x0.735x107/107-262.65)
16Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (262.70x0.735x107/107-193.08)
17Finishing 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 @ 0.90 litre/10 sqm) (160.60x0.735x107/107-118.04)
18Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm (193.70x0.735x107/107 -142.36)
19Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, 9 including cernent slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (614.20x0.735x107/107-451.43)
20Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy. bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (1267.95x0.735x107/107-931.94)
21Providing and laying Vitrified tiles in differentn sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm (1553.45x0.735x107/107-1141.78)
22Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement (1402x0.735x107/107-1030.47)
23Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas 23 and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement: 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. Red or equivalent With granite stone of area less than 0.50 sqm. (4746.20x0.735x107/107 -3488.45)
24Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved 4 steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (172.60x0.735x107)/107-126.86)
25Sanitary Fitting Work.... Etc. With A/C (2%)
26Electrician Fitting Work....Etc. With A/C (2%) Please Enable Macros to View BoQ information

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