Tender For Construction Of Culvert, Plain Cement Concrete & Guardwall At Palaspara To Momin Tola Earthen Road (L-80.0M Approach Road)
Tender Value
22.54 Lakhs
Estimated cost
Bid Submission
01 Oct 2026
11 days left
EMD
45100
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dumka → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Culvert, Plain Cement Concrete & Guardwall At Palaspara To Momin Tola Earthen Road (L-80.0M Approach Road)
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metresBy Mechanical means Cement Concrete Grade M-15 & M-20 |
| 3 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) |
| 4 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 5 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I Material |
| 6 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 7 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular |
| 8 | 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.Ordinary Soil Mechanical Means. |
| 9 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506 |
| 10 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 11 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.Random Rubble Stone Masonary in C.M. (1:3) in foundation |
| 12 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsRandom Rubble Masonry Work in Cement Mortar 1:3 in S/S Retaining Wall |
| 13 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications..Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation |
| 14 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure |
| 15 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15 in Coping) |
| 16 | Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications |
| 17 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. |
| 18 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20) |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 20 | Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification.(R.C.C. Grade M-25 in Deck Slab) |
| 21 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 22 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. |
| 23 | Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 24 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78(With Sandy Material) |
| 25 | Goods & Service Tax (G.S.T.) - |
| 26 | Labour Cess - Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender