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Tender Value
Refer Docs
EMD Value
₹26,200
Closing Date
15 Jun 2026, 5:00 pmDue tomorrow
The Executive Officer Phusro Nagar Parishad Bokaro
Office of The Executive Officer Phusro Nagar Parishad Bokaro
PCC Road Improvement (Up to 50M Length) along With Guard wall Construction (Upto 20 M Length) in Ward 27 Baridih and PCC Rpoad Improvement from Shiv Mandir to Razak Dhobi House to Santosh Rawani house to Ganga Ration Shop to Sujit Singh house in Shan
2026_UDD_110045_1
PMC/12/03/2025-26
Open Tender
Civil Works - Roads
120 days
Phusro Nagar Parishad Bokaro
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹26,200
8 Jun 2026
8 Jun 2026
17 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Plain Cement Concrete Pavement, (Construction of un-reinforced, dowel jointed at expantion and construction joints 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. M-30 (Grade) coarse and fine agggregates confirming to IS : 383, maximum size of coarse of coarse aggregates not exceeding 25mm, mixed in a concret mixer of not less than 0.2 cubic meter capasity and appropriate wiegh bacher using approved mix design, laid in approved fixed size form work ( steel channel laying and fixing of 125 micron thick polythene film widges steel plate including levelling deform work as per drawing) spreading the concrete with shovels rakes, compacted using needle screed and plate vibrators and finished and finished in continious operation including provision of contraction expansion construction joint applying debonding strips primer sealant dowel bars near approches to bridge / culvert and construction joints admixture as approved of concrete slab for 14 days. using curing compound (where specified ) and water finishing to lines and grades as per drawing and technical specification clauses 1501. | - | M3 | 5,377.03 | - | BI01010001010000000000000515BI0100001113 |
| 2 | 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. | - | M3 | 151.82 | - | BI01010001010000000000000515BI0100001118 |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royality and taxes all complete as per building specifications and direction of E/I | - | M3 | 589.51 | - | BI01010001010000000000000515BI0100001122 |
| 4 | Supplying laying boulder in rock toe,heel trenches of the dam as per design,drawing including the cost of materials royalty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I | - | M3 | 1,491.06 | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level :1:3:6 (1 cement :3 coarse sand (zone III):6 graded stone aggregate 40mm nomianl size) | - | M3 | 4,027.14 | - | - |
| 6 | 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 of F.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 | - | M3 | 2,739.68 | - | - |
| 7 | Providing randam rubble stone masonry in CM (1:6) in superstructureincluding 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. | - | M3 | 2,688.07 | - | - |
| 8Carriage of materials | ||||||
| 8.01 | Cement (up to 05 KM) | 1 | MT | - | - | BI01010001010000000000000515BI0100001123 |
| 8.02 | Fine Aggregate (up to 06 KM) | 0.2 | M3 | 1 | ₹0.2 | BI01010001010000000000000515BI0100001124 |
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