Construction of Rajiv Gandhi Multipurpose Sports Stadium at Katasani, Tehsil and Distt. Shimla H.P.
Himachal Pradesh Public Works Department · Katasani, Shimla, Himachal Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹8.1Cr
- EMD: ₹16.1L
- Published: 30 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 05:55 UTC
- Ministry: Government of Himachal Pradesh
- Department: Public Works Department
- Office: Shimla Rural Division, Dhami
Description
Construction and finishing of the balance basement I, II and III works for the Rajiv Gandhi Multipurpose Sports Stadium at Katasani, Shimla, including civil works, water supply and sanitary installation, rain harvesting tank, water storage tank and approach road. Estimated cost is Rs. 8,05,21,022 and completion period is nine months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST registration
- Documents required: Valid enlistment order of HPPWD or H.P. Jal Shakti Vibhag contractor in the appropriate class, Certificate of registration for GST, Acknowledgement of up-to-date filed GST return as per NIT stipulation, EMD payment receipt or supporting instrument as applicable, Labour licence, Registration with EPFO, Registration with ESIC, Registration with BOCW Welfare Board, Provident Fund number or proof of application
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Commercial terms
- Bid type: Percentage Rate
- Evaluation: Lowest bidder
- Make in India (MII): No
- MSE preference: No
Line items (196)
- Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5 metres lead as per direction of Engineer-in-charge (a) In Cement mortar — Qty: 109.95 Cum
- Earth work in Hill Road. (I) Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth within all leads and lifts as per drawing and Technical Specification Clause 1603.1 including carriage of materials upto all leads and lifts as per the direction of Engineer in Charge. — Qty: 23.04 Cum
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including carriage of material in all leads and lifts as per direction of the Engineer in Charge. All kinds of soil — Qty: 241.93 Cum
- Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 gradedstone aggregate 40 mm nominal size) mechnical mixed and curing complete excluding cost of centring and shuttering in Foundation and plinthas required complete including carriage of all labour equipments and materials charges. — Qty: 482.74 Cum
- Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) mechnical mixed and curing complete excluding cost of centring and shuttering in Foundation and plinthas required complete including carriage of all labour equipments and materials charges. — Qty: 6.47 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concretecomplete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 49.44 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform complete upto all floor level including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 1047.18 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts Circular complete upto all floor level including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 288.96 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Stairs, (excluding landings) except spiral stair cases complete upto all floor level including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 106.8 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers complete upto all floor level including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 460.29 Sqm
- Providing formwork with steel plates for vertical surfaces such as walls, partitions including attached pilasters, buttresses, plinth and string courses upto all floor level including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 141.24 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide complete upto all floor level including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 67.8 Rmt
- Providing 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: i) 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)/M25 complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 33.52 cum
- Reinforced cement concrete work in beams, suspended floors, roofs landings, balconies, shelves, chajjas, lintels, bands, plain window sills, above plinth level up to all floor level, 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)/M25 complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.i/c rendering, crack/void filling. — Qty: 178.17 Cum
- Reinforced cement concrete work in columns, pillars,posts and struts etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 43.04 Cum
- Reinforced cement concrete work in Stair cases ( except spiral stair case ) excluding landings but including preparing of the surface & finishing of nosing upto all floor level complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. — Qty: 34.01 Cum
- 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 V level in all shapes and sizes including carriage of matterial within all leads, lifts and other incidential charges as per the direcction of Engineer in Charge. in : (a) Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 293.65 Cum
- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level within all leads & lifts and other incidential charges as per the direction of Engineer in Charge. A) cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 60.19 Sqm
- Boulder filling tightly hand packed under floor including watering, ramming, consolidating etc. complete including carriage of material in all leads and lifts as per the direcction of Engineer in Charge. — Qty: 461.52 Cum
- Providing and fixing 6 mm thick High Pressure Laminates (HPL)Sheet cladding on R.C.C.surface side as on faces of Arch masonry walls etc.on 50x40 mm aluminium hollow section 80 cm c/c fixed with gun driven revits i/c scaffolding etc. complete as per Arch. Drg. and specifications and directions of Engineer-in- charge. — Qty: 606.33 Sqm
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