Construction of 2 Rooms at Govt. Sr. Sec. School at Leelawandi
PWD - Chief Engineer and Additional Chief Engineer, Jaipur II · Leelawandi, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹15.4L
- EMD: ₹31K
- Published: 03 Nov 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 05:14 UTC
- Ministry: Government of Rajasthan
- Department: Public Works Department
- Office: PWD Division Ramgarh, Alwar
Description
Construction of two rooms at a government senior secondary school in Leelawandi, Alwar district, Rajasthan. Estimated cost is Rs. 15.35 lakh. Completion period is FY 2026-27. Bids close on 12 November 2026 at 18:00 IST and open on 13 November 2026 at 15:00 IST.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Registration of Firm, E-Grass receipt for tender cost, E-Grass receipt for processing fee, E-Grass receipt for earnest money, GST Registration, PAN, Registration renewal/review document, where applicable
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (31)
- 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils — Qty: 60.77 Cum
- Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). — Qty: 9.68 Cum
- Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). — Qty: 39.78 Cum
- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 — Qty: 86.49 Cum
- Earth, Sand, Lime, Morrum manure or sludge in 1 km — Qty: 86.49 Cum
- Random rubble dry stone Kharanja under floor. — Qty: 18.1 Cum
- Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). — Qty: 9.05 Cum
- Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix — Qty: 16.51 Cum
- Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. — Qty: 96.21 Sqm
- Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix — Qty: 5.01 Cum
- Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. — Qty: 5.01 Cum
- Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc. — Qty: 65.89 Sqm
- Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix — Qty: 29.07 Cum
- Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. — Qty: 201.6 Sqm
- Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) — Qty: 5666.08 Kg
- Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) — Qty: 27.82 Cum
- Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 901 to 2000 Sq.Cm : — Qty: 134.69 Sqm
- Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 6 Cum
- Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. — Qty: 406.35 Sqm
- Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. — Qty: 223.41 Sqm
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