Repair work of administrative building of Police Station Chhipabarod District Baran
PWD - CE AND AS · Baran, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹14.6L
- EMD: ₹29K
- Published: 02 Oct 2026
- Closing date: 20 Nov 2026
- Status: open
- Status as of: 24 Oct 2026 07:30 UTC
- Department: Public Works Department, Rajasthan
- Office: EE PWD DIV. CHHABRA
Description
Repair work of the administrative building of Police Station Chhipabarod, District Baran. The percentage-rate works tender has an estimated value of Rs. 1,463,000 and requires an EMD of Rs. 29,260. GST is paid extra as per the cited Rajasthan Finance Department order.
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 (40)
- 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: 65.2 P.Cum.
- Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand — Qty: 13.58 P.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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). — Qty: 9.49 P.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: 29.42 P.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: 20.12 P.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 forSuspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc — Qty: 123.81 P.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: 2012.48 P.Kg.
- Random rubble dry stone Kharanja under floor. — Qty: 4.75 P.Cum.
- 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: 18.57 P.Cum.
- Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick — Qty: 172.79 P.Sqm.
- 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3-fine sand) — Qty: 20.81 P.Sqm.
- Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile C — Qty: 5.49 PRM
- Providing and fixing of UPVC casement openable windows (outward / inward): Outer Frame made from the Extruded UPVC Windows profile section of size 60w X 55 h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and three chamber constuction, White in finish, duly reinforced with 1.5mm thick GI section. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. Fix Mullion made of 60w X 74 h mm UPVC profile section with steel reinforcement shall be provided in windows having 2 or more openable shutters, as per the requirement. Frame shall have co-extruded with EPDM/TPE-E gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter. Shutter: The shutter of outward openable window shall be made of size 60w X 74h mm and shutter of inward openable window shall be made of size 60w x 77 — Qty: 3.72 P.Sqm
- Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' :30 mm thick .Decorative teak veneer Both side — Qty: 2.6 P.Sqm
- S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws at not exceeding 150mm distance at all heights with all lead and lift with scafolding. — Qty: 3.72 P.Sqm
- Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision. New Work — Qty: 94.85 P.Sqm.
- Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: : New work (two or more coats) over and including scrapping and priming coat with cement primer. — Qty: 83.98 P.Sqm.
- Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : — Qty: 60 P.Rmt.
- 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: 22.65 P.Sqm.
- Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50 Mtr. and lift upto 1.5 Mtr. — Qty: 25.36 P.Cum.
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