Repair and Maintenance of Drains, Patching work on Various Road, and Miscellaneous Development works in ward No 06, 14, 15, 17, 18, 22, 26, 31, 33, 38, 45
Municipal Council Jaisalmer · Jaisalmer, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹40.0L
- EMD: ₹80K
- Published: 30 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 03 Nov 2026 06:42 UTC
- Department: Department of Local Bodies
- Office: Commissioner, Municipal Council Jaisalmer
Description
Repair and maintenance of drains, road patching, and miscellaneous development works across the listed wards in Jaisalmer. The tender has an estimated value of INR 4,000,000 and requires an EMD of INR 80,000.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Declaration by the Bidder regarding Qualifications, Bidder declaration regarding Code of Integrity and No Conflict of Interest
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (22)
- Providing and laying Kandhal readymade cold patching for the repair of potholes in adverse climate condition spreading the bituminious with a minimum of 5.6NC and Cut back bitumen ( containing as suitable antis scraping agencies by weight of mix and in strict to gradation and other requirement such as a month storage life as per the attached specification laying in proper camber and grade preparation with had gamer and transportation with as lead and lift complete in all respect per direction of engineer uncharged. — Qty: 1 Kg
- Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks — Qty: 1 Cum
- 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 soilssoils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5m — Qty: 1 Cum
- Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil — Qty: 1 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) — Qty: 1 Cum
- Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. — Qty: 1 Cum
- Supplying and fixing Soorsagar Bhura or Equivalent ashlar sills, lintels and dassa, bearing, bed & top surface made perfenctly even, jambs, skirting steps etc. rough dressed: Upto 15 cm. thick — Qty: 1 per Cum
- Fine dressing of ashlar stone work (payable on Executive Engineer's test checking): (A) White Ashlar one line — Qty: 1 Sqm
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). — Qty: 1 Cum
- Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 80mm thick — Qty: 1 Sqm
- Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth for lead of 3 km — Qty: 1 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, ladder, railings, brackets, gates and similar works. — Qty: 1 kg
- Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:4 ( 1cement : 4 coarse sand) with joints finished flush. Red Sand stone size not less than 1350 Cm2, c) 75mm — Qty: 1 per Sqm
- Filling of Pot- holes and patch repairs with open graded premix surfacing 20mm thick compacted with bitumen binder VG-grade 30 @ 14.60 kg/10 sqm and aggregate in Hot mix plant, transporting the mixed material with tipper and laying manually to the required level and grade, rolling with power roller, 8-10 tonne, removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface complete as per clause 3004.2 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. — Qty: 1 sqm
- Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 1 Cum
- Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Square shape 450mm internal dimensions — Qty: 1 Each
- Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Circular shape 500mm internal diameter — Qty: 1 Each
- Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter — Qty: 1 Mtr.
- Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand) — Qty: 1 Sqm
- Brick work with sewer-bricks of in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 1 Cum
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