Tender For Construction Of Road In Ukrid Tola In Hanuman Nagar..
Tender Value
13.23 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
2 days left
EMD
26500
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bokaro → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road In Ukrid Tola In Hanuman Nagar..
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. With Grading-III Material |
| 3 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 4 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns etc. for mass concrete. |
| 6 | Eartwork in excavation of foundation trenches in Ordinary Soil (vide Classification of soil Iteam - A ) and disposal of excavated earth so obtained (50M. away from the edge of the treanches) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I. WRD Part-B 6.1.8 |
| 7 | Providing clean coarse sand filling in foundation trenches and plinth -do- -do- all complete job as per specification and direction of E/I. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) BCD 5.3.1.2 |
| 9 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand ofF.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.28 |
| 10 | Providing randam rubble stone masonry in CM (1:4) in superstructure with hammer dressed stone of less than0.03 M3 in volume and clean coarse sand of F.M. 2 to2.5 including cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. BCD 5.2.31 |
| 11 | Supply of 250 mm dia NP2 R.C.C. hume pipe with collors as per I.S.S. 458-1971. including CP +OH. WRD M-300 Page no.- 84 |
| 12 | Labour for laying, fitting and fixing 250 mm dia NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. WRD Part-B 7.6.1.2 |
| 13 | Providing 25mm thick cement plaster (1:4) with clean coarse sand F.M. 1.5 including screening, curing with leads and lifts of water, scaffolding taxes and royalty all complete job as per building specification and direction of E/I. BCD 5.7.12 |
| 14 | Earth work in filling in foundation trenches or back filling of masonry structure with state earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l. WRD Part-B 6.1.16 |
| 15 | Carriage of Materials :- (i) Cement |
| 16 | (ii) Sand |
| 17 | (iii) Stone Chips |
| 18 | (iv) Boulders |
| 19 | (v) Hume Pipes (250mm dia) |
| 20 | GST 18% |
| 21 | Labour Cess 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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