ESTIMATE FOR CONSTRUCTION OF VR BRIDGE AT RD 30995 OF SATHIALI DISTY.
Punjab Water Resources Department · Gurdaspur, Punjab · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹13.6L
- EMD: ₹27K
- Published: 24 Sep 2026
- Closing date: 08 Oct 2026
- Status: open
- Ministry: Department of Water Resources
- Department: Canal - Madhopur Canal Div - Gurdaspur
- Office: Madhopur Division UBDC Gurdaspur
Description
Estimate for construction of VR bridge at RD 30995 of Sathiali District, including civil works, concrete work, reinforcement, drainage, earthwork, and road surface treatments.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (26)
- Plain/Reinforced Cement Concrete inOpenFoundation completeasperDrawingand Technical Specifications. PCC GradeM15withcomputerised batchmixing. — Qty: 30.42 cum
- Plain/Reinforced Cement Concrete inOpenFoundation completeasperDrawingand Technical Specifications.Grade M25 with computerised batchmixing.Including centring and shuttring — Qty: 27.84 cum
- Plain/Reinforced cement concrete in sub-structure completeasperdrawingand TechnicalSpecificationsGrade M25 Including centring and shuttring — Qty: 28.45 cum
- Plain/Reinforced cement concrete in solid slab super structure completeasperdrawingand TechnicalSpecificationsGrade M25 Including centring and shuttring — Qty: 9.08 cum
- Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure including vibrator (M-30) Including centring and shuttring — Qty: 27.29 cum
- Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure including vibrator (M-40) Including centring and shuttring — Qty: 9.71 cum
- Supplying, fitting and placing HYSD bar reinforcement in Sub-structure complete as per drawing and technical specifications — Qty: 6.12 mt
- Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) — Qty: 2 No
- Providing and applying 2 coats of water-based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. — Qty: 77.61 sqm
- Filling Expansion joint, with special bituminous material of size 20mm wide in bridge slab to provide for horizontal movements and vertical movement as per approved drawings and specification — Qty: 9.52 m
- Providing, Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 160 mm o/d PVC pipe of 4 Kgf./sqcm — Qty: 25.7 mtr
- Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications — Qty: 46 cum
- Extra for laying earth/flyash as per specifications in 20cm layers and dressing but excluding cost of rolling — Qty: 46 cum
- Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. — Qty: 46 cum
- Extra for rolling to specifications. — Qty: 46 cum
- Compaction of earthwork & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earthwork to be done by villagers) — Qty: 46 sqm
- Granular Sub-Base: Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications — Qty: 10.69 cum
- Water Bound Macadam Grading I (without screening for low volume Loads/undersigned: Providing, laying, spreading and compacting stone Aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specification — Qty: 5.34 cum
- Surface Dressing: Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications — Qty: 70.15 sqm
- Tack Coat @ 0.40kg per sqm (b) Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous Surface/granular surface treated with prime coat after cleaning the surface complete as per technical Specifications — Qty: 70.15 sqm
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