Tender For Construction Of Puliya At Bherdharwa Gp Haisla Under Block Bagodar District Giridih
Tender Value
51.63 Lakhs
Estimated cost
Bid Submission
20 Jan 2023
0 days left
EMD
1.04 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
bagodar → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Puliya At Bherdharwa Gp Haisla Under Block Bagodar District Giridih
BOQ
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | A. BRIDGE PARTEarthwork 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 a |
| 3 | Ordinary Rock |
| 4 | P.C.C. M10 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) |
| 5 | P.C.C. M15 (1:2:4) grade levelling course below approach slab complete as per design and specification below Approach Slab |
| 6 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & manual placing) |
| 7 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & concrete pump) Height upto 5 M |
| 8 | Construction of railing of M 30 grade in – situ with 20 mm nominal size aggregate, 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 |
| 9 | Furnishing and placing Reinforcement/Pre stressed cement concrete in Super-Structure as per drawing and technical specification, RCC Grade M 30 Solid Slab (Height upto 5 M) |
| 10 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and technical specification. |
| 11 | Reinforced cement concrete approach slab including reinforcement and formworkcomplete as per drawing and technical specification. |
| 12 | Providing and fixing20mm thick compresible fibre boardin expansion complete as per drawing &Technical specification. |
| 13 | Drainage spout complete as per drawing and technical specification. |
| 14 | 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 face. Complete as per drawing and technical spe |
| 15 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification. |
| 16 | Supplying, fitting and placingHYSD bar reinforcement in sub-structure complete as per drawing and technical specification |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. |
| 18 | B. EMBANKMENT Construction of embankment with approved materials 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) . |
| 19 | Compacting original ground supporting embankment (Rolling with vibratory roller) |
| 20 | Granular material Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. |
| 21 | C. Approch RoadConstruction of Sub Grade & Earthen Shoulder( Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lift & leads ,transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) with lead up to 250 m as per Technical Specification claouse 303.1 |
| 22 | Granular Sub base with close Graded Material (Table:- 400-1) By mix in place method ( Construction of granular sub-base by providing well graded material, spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with sooth wheeel roller to achieve the desired density, complete as per clause 401) (ii) For Grading-II Material |
| 23 | D. Guard Wallexcavation for strcutures - Earthwork in excavation for structure as per drawing and technical specification in ordinary soil by mechanical means upto 3m |
| 24 | Sand filling in foundation trenches as per Drawing and Technical specification. |
| 25 | P.C.C.M10 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) |
| 26 | random rubble masonry work in cement mortar (1:3) for foundation complete as per drawing and technical specification. |
| 27 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. Granular material |
| 28 | Random Rubblemasonry work in cement mortar 1:3 for sub–structure complete as per drawing and technical specification. |
| 29 | 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 face. Complete as per drawing and technical specification. |
| 30 | P.C.C.M15 (1:2:4) in sub structure (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications |
| 31 | Carriage of Materials by truck or tractors including loading unloading & stacking at work site as per direction of E/I. :- Cement (Lead-15 Km (P) |
| 32 | ( ii )Steel from Av.Lead-15 Km (P) |
| 33 | ( iii )Sand fromAv.Lead 15 Km (P) |
| 34 | ( iv )Stone chips fromAv.Lead 20 Km(P) |
| 35 | ( v )Stone metelAv.Lead 20 Km(P) |
| 36 | ( vi )Boulder Av.Lead 20 Km(P) |
| 37 | ( vii )Stone dustAv.Lead 15 Km(P) +2Km(K) |
| 38 | Add. 18% GST |
| 39 | Add. 1% Labour Cess |
AI Tender Summary
Tender Timeline
Jan 13, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 20, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 24, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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