Tender For Estimate For Construction Of V.R Bridge At Rd 14500 Of Gazikot Disty.
Tender Value
12.25 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
8 days left
EMD
24503
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gurdaspur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Construction Of V.R Bridge At Rd 14500 Of Gazikot Disty.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth 3 m) Mechanical Means |
| 2 | Plain Reinforced cement concrete in open foundation complete as per drawing and technica;l specification PPC grade M-15 with computerised batch mixing. |
| 3 | RCC M30with batch plant Transit including centering and shittering mixture and concrete pump |
| 4 | Furnishing and Placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical Specification RCC Grade M25, Using Batching Plant, Transit Mixer and concrete Pump (a) For Solid slab super-structure-including centering and shuttering (i) Height up to 5m |
| 5 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25, With Batching Plant, Transit including centering and shuttering Mixer and Concrete Pump |
| 6 | Furnishing and Placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical Specification, RCC Grade M40 for solid Slab, Using Batching Plant, Transit Mixer and concrete Pump, For Solid slab super-structure-including centering and shuttering (i) Height up to 5m |
| 7 | Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications. |
| 8 | Drainage Spouts complete as perdrawing no. SD/205 and Technical specification with 0.6meter long GI 100 mm dia drainageGl light grade pipe (For Bridges) |
| 9 | Providing and applying 2 coats of waterbased cement paint to unplastered concretesurface after cleaning the surface of dirt,dust, oil, grease, efflorescence and applyingpaint @ of 1 litre for 2 sqm. |
| 10 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25mm and vertical movement of 2mm, depthof joint varying from 75 mm to 100mm, width varying from 500mm to 750mm (intraffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062. asphaltic plug to consist of polymermodified bitumen binder, carefully selected single size aggregate of 12.5mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. |
| 11 | 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. 160mm o/d PVC pipe of 4 Kgf./sqcm |
| 12 | Rehandling of earth work complete in all respect as per drawing, design specification and instruction of engineer in charge |
| 13 | extra for laying/earth fly ash as per specification in 20 cm .layers and dressing but excluding cost of rolling |
| 14 | extra for watering the earth/ fly ash laid in 20 cm layer as per specification for compaction. |
| 15 | extra for rolling to specification |
| 16 | Earth work for lipcutting for linning of irrigation channels inclusive of all allowance lead and dressing. Complete in all respect asper specification |
| 17 | Dressing of side slopes and prepration of sub grade for linning. Complete in all respect as per specification |
| 18 | Brick ning 7.3 cm umek m 1:3 cemem sand mortar over low density polyethelene over dressed sub-grade with 12.5 mm thick sand cushion in curved bed portion only includingJasuna teanahing and Jointina I TYDE |
| 19 | Putting 1:3 (cement ratio water )cement slurry with cement @2.25 kg per sqm on prepared bed and side slope before laying concrete on bed and side slope |
| 20 | Laying brick on edge coping 229mm wide 115mm thicl in cement sand mprtar 1:3 |
| 21 | Brick desmenteled from brick work in lime or cement Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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