Tender For Construction Of R.C.C. Culvert On Nala Between Allonjakala And Bhagwanpur At Village-Allonja, Ichak Block, District Hazaribag.
Tender Value
72.91 Lakhs
Estimated cost
Bid Submission
16 Jan 2023
0 days left
EMD
1.46 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ichak → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of R.C.C. Culvert On Nala Between Allonjakala And Bhagwanpur At Village-Allonja, Ichak Block, District Hazaribag.
BOQ
| Sl. No. | Item Description |
| 1 | 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 metres Cement Concrete Grade M-15 & M-20 |
| 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 metres Prestressed/ Reinforced cement concrete grade M-20 & above |
| 3 | E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.Ordinary Soil |
| 4 | Ordinary rock (not requiring blasting) |
| 5 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15) |
| 6 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) |
| 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20) |
| 8 | 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 |
| 9 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8 |
| 10 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab) |
| 11 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 12 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications |
| 13 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 14 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 15 | Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications. |
| 16 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 17 | Dewatering during work period with 10 H.P. Diesel Pump Set. S.O.R. Item No. (W.R.D.) |
| 18 | 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 workITEM NO. 3.13(i) A, RDD |
| 19 | Providing rough dressed course stone masonry in cement mortar (1:3) in foundation and plinth with hammer dressed stone of less than 0.03m3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 20 | Providing rough dressed course stone masonry in cement motar (1:4) in superstructure with designation 75A brick and approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening, carriage of materials, scaffolding, raking out joint to 20mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. |
| 21 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 22 | Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.ITEM NO. 3.20.3.4.case (ii)RDD |
| 23 | Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300.2 with 1000Mlead as per Technical Specification Clause 303.1 |
| 24 | Construction of granular sub-base by providing close graded materials, spreading in uniform layers withmotor 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 clause 401) |
| 25 | 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 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 adn 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 vibrator 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.S.O.R. Item NO. 6.4 A P-450Factor =1.01 |
| 26 | Carriage of materialsCement |
| 27 | Sand |
| 28 | Stone chips |
| 29 | Stone metals |
| 30 | Boulder |
| 31 | Steel |
| 32 | GST @ 18% |
| 33 | Labour Cess @ 1% |
AI Tender Summary
Tender Timeline
Jan 07, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 16, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 18, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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