Construction of Multipurpose Hall at Govt. Degree College Neeli Nallah Udhampur

PWD, Chief Engineer RandB Pir Chenab, Superintending Engineer RandB Udhampur Ramban, Executive Engineer RandB Udhampur · Udhampur, Jammu and Kashmir · Civil Works & Infrastructure · open

Key facts

Tender value: ₹5.0Cr
EMD: ₹9.9L
Published: 23 Oct 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 04 Nov 2026 05:06 UTC
Department: PWD (R&B)
Office: PWD (R&B) Division Udhampur

Description

Construction of a multipurpose hall at Government Degree College, Neeli Nallah, Udhampur. Estimated tender cost is Rs. 496.12 lakh and the time for completion is 18 months.

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 (227)

Surface dressing of the ground including removing vegetation and in-equalitites not exceeding 15cm deep and disposal of rubbish, lead upto 50 and lift upto 1.5m in all kind of soil. — Qty: 867 sqm
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge in all kind of soil. — Qty: 1846.3 cum
Extra for every additional lift of 1.5 M or part therefore in all kinds of soil. — Qty: 546.15 cum
Providing and laying factory made chamfered edge Cement Concrete paver blocks 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 50mm thick compacted bed of 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. — Qty: 297.44 sqm
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). — Qty: 2.76 cum
Earthwork in excavation by manual means in trenches for foundation, drain, pipes, cables etc. (not exceeding 1.5m width) for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5m including disposal of excavated earth upto 50 M beyond 1 m from cutting edge, disposed earth is to be levelled and neatly dressed in all kind of soils. — Qty: 367.9 cum
Steel work welded in built-up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladders, railings, brackets, gates and similar work. — Qty: 2520 kg
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 4.73 cum
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level :1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 23.15 cum
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. — Qty: 33.6 cum
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering all work up to plinth level in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) 40mm nominal size crushed. — Qty: 195.78 cum
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering all work up to plinth level in 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). — Qty: 89.76 cum
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works upto plinth level. — Qty: 434.16 cum
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.All works above plinth level upto floor V level. — Qty: 226.14 cum
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth TMT bars.((Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 121054.75 kg
Centering and shuttering including strutting, propping etc. and removal of form work for :-Foundations, footings, bases of columns etc. For mass concrete. — Qty: 792.78 sqm
Centering and shuttering including strutting, propping etc. and removal of form work for : Column, Pillars, Piers, Abutments, Posts and Struts. — Qty: 517.66 sqm
Centering and shuttering including strutting, propping etc. and removal of form work for : Lintel, beams, plinth beam, girders, bressumers and cantilevers. — Qty: 319.74 sqm
Centering and shuttering including strutting, propping etc. and removal of form work for :- Suspended floors, roofs, landings, balconies and access platforms. — Qty: 570.96 sqm
Centering and shuttering including strutting, propping etc. and removal of form work for :- Weather shades, chajjas, corbels etc. including edges. — Qty: 57.42 sqm

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