Construction of Dog Shelter and ABC Animal Birth Control Centre In Municipal Council Nagaur Budget Announcement 2026 27 37.05.00

Municipal Council Nagaur · Nagaur, Rajasthan · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.8Cr
EMD: ₹3.5L
Published: 07 Nov 2026
Closing date: 08 Dec 2026
Status: open
Status as of: 09 Nov 2026 00:16 UTC
Department: Department of Local Bodies, Rajasthan
Office: Office of the Municipal Council, Nagaur

Description

Construction of a dog shelter and Animal Birth Control (ABC) Centre at Municipal Council Nagaur under Budget Announcement 2026-27, including civil, structural, flooring, roofing and finishing works.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (109)

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m : Foundation trench under all load-bearing walls (ext 110.34 + int 131.68 = 242.02 m) — Qty: 261.38 cum
Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. Floor area 640 m² × net fill (0.45 − 0.10 sand) = 0.35 m — Qty: 224 cum
Filling with locally available river sand at all levels including watering ramming consolidating and dressing complete including cost of sand. : Floor area 640 m² × 0.10 m — Qty: 64 cum
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : Under entire ground floor = floor area — Qty: 384 sqm
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). : PCC bed under footings (242.02 m × 0.75 × 0.15), PCC sub-base under floor (640 m² × 0.075) — Qty: 75.23 cum
Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) : Stepped footing + plinth wall under all walls (242.02 × 0.45 avg × 1.05) — Qty: 114.35 cum
Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) : Stone footing under load-bearing walls (per revised estimate – client input) — Qty: 75 cum
Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar.75mm thick. : Over 230 mm walls (242.02 × 0.23), Over 115 mm partitions (81.2 × 0.115) — Qty: 65 sqm
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. : External perimeter 110.34 m × 0.90 m wide — Qty: 99.31 sqm
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) : Under all walls (242.02 × 0.23 × 0.30) — Qty: 16.7 cum
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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) : 230×230 mm columns, 3.5 m high — Qty: 2.96 cum
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) : Roof slab over two room rows, 125 mm (321.06 m²), Beams over room rows (151 × 0.23 × 0.30), Lintel band (151 × 0.23 × 0.15). — Qty: 55.76 cum
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. ≈ 95 kg per m³ of total RCC (75.42 m³) — Qty: 7164.9 kg
Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform. — Qty: 321.06 sqm
Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. : Beams (151 × 0.83), Lintels (151 × 0.53), Plinth beam sides (242.02 × 0.30 × 2) — Qty: 350.57 sqm
Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts. : 4 faces × column ht (16 × 0.92 × 3.5) — Qty: 51.52 sqm
Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. : Lump (mass-concrete footings) — Qty: 60 sqm
Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) : External walls 3.30 m high × 0.85 (openings) (110.34 × 3.30 × 0.23), Internal load-bearing walls × 0.85 (131.68 × 3.20 × 0.23), Parapet 0.9 m (110.34 × 0.90 × 0.23) — Qty: 176.41 cum
Half brick masonry with FPS bricks of class designation 75 in superstructure above plinth level upto two stories.Cement mortar 1:3 (1 cement :3 coarse sand) : North-hall partitions (6 × 6.10 × 3.20), OPD partitions (10 × 3.66 × 3.05), Kennel dwarf walls (96 × 2.40 × 0.90), Toilet partitions, Less openings ≈ 8 % — Qty: 415.01 sqm
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. — Qty: 415 sqm

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