Improvement To Link Drain Balipatna To Balijori Improvement To Link Drain Balipatna To Balijor
Tender Value
Ref. Documents
Estimated cost
Bid Submission
22 Jan 2021
0 days left
EMD
80072
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Balipatna → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Link Drain Balipatna To Balijori Improvement To Link Drain Balipatna To Balijor
BOQ
| Name of Work: Improvement to Link Drains and Sub-Drains of Balipatana to Balijori (Sarunai) Drainage System (Balance work - Pile foot bridge near village Phulpatana & Balipatana) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork excavation of foundation of structure in all kind of soil in both wet & dry condition including shoring shuttering, propping bullahs, dewatering the foundation, diverting the water away from the structure, dressing, levelling, ramming the foundation bed & sides with pneumatic tampers/ fuel operated compactors and removing the excavated materials with all leads, lifts and delifts etc. away from worksite & depositing the excavated materials in spoil banks or any other specified spaces by manual / mechanical means with all leads, lifts and delifts complete with cost of all taxes, T&P including cess etc. complete including mobilization and demobilization of men and machineries etc. complete with all cost incidental to the work as per the drawing, specification and direction of the Engineer-in-Charge. | 957.7 | 100 cum | |
| 2 | 2 | Providing and laying cement concrete M15 (1:2:4) (as per design nominal mix) grade in approved surface using 12 mm and downgraded of approved quality hard granite well graded crusher broken stone aggregates free from weathered skin surface, dust and any other deleterious materials, using sand of approved grading and quality conforming to the specification, using water of approved grading and quality and using cement as per approved specifications, dewatering by suitable means with all cost, mixing the concrete mix ingredients in mechanical concrete mixer and placing manually, compacting the concrete with vibrators by mechanical means, curing for specified days by suitable means including cost of carriage of water, mobilzation and demobilization of men & machineries etc., hire and running charges of machineries, supplying of T&P maintenance of coffer dam/approach road, diversion road if required with all leads, lifts, delifts and transportation by mechanical / manual means including loading and unloading of all materials with all cost, royalty, cess and taxes of all materials and all other incidental charges including quality control testing charges etc. complete as per approved drawing and specifications and direction of the Engineer-in-Charge. (For foundation PCC of retaining wall, wing wall and wearing coat over roof slab) | 26.92 | cum | |
| 3 | 3 | Providing and laying RCC M20 (1:1.5:3) (as per design nominal mix) grade in approved surface using 20 mm and downgraded of approved quality hard granite well graded crusher broken stone aggregates free from weathered skin surface, dust and any other deleterious materials, using sand of approved grading and quality conforming to the specification, using water of approved grading and quality and using cement as per approved specifications, dewatering by suitable means with all cost, mixing the concrete mix ingredients in mechanical concrete mixer and placing manually, compacting the concrete with vibrators by mechanical means, curing for specified days by suitable means including cost of carriage of water, mobilzation and demobilization of men & machineries etc., hire and running charges of machineries, supplying of T&P maintenance of coffer dam/approach road, diversion road if required with all leads, lifts, delifts and transportation by mechanical / manual means including loading and unloading of all materials with all cost, royalty, cess and taxes of all materials and all other incidental charges including quality control testing charges etc. complete as per approved drawing and specifications and direction of the Engineer-in-Charge. (excluding cost of HYSD bars) (For Beam, column, roof slab and retaining wall raft & wall) | 281.14 | cum | |
| 4 | 4 | Supplying, straightening, cutting, bending, binding the uncoated HYSD reinforcement steel bars of different diameters conforming to I.S.1786 and I.S 432 of all diameters tying the grills in position at all heights for RCC works including cost of steel bars, binding wire 18 to 20 gauge with cost, conveyance, taxes of all materials including concrete chairs, dowel, benches, lapping, wastage & welding wherever necessary with all leads, lifts, delifts and all other incidental charges including quality control testing charges of uncoated HYSD bar with cost of labour T&P required for the work etc. complete as per specification, design & direction of the Engineer-in-Charge. | 399.8 | cum | |
| 5 | 5 | Rigid and smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of all materials, labours, T&P and hire charges of wood etc. complete as per direction of Engineer-in-Charge.\nRCC Beam, Column\n | 1074.14 | cum | |
| 6 | 6 | Providing rough stone dry packing in aprons and revetments with hard granite stone boulder size not less than 30 cm size in any direction free from weathered skin surface to proper line and level including filling the interstices with required broken stone spalls with all leads, lifts and delifts including cost, carriage, royalty, taxes of all materials and cost of labour and T&P for dressing of earth work in bed and slopes & trimming to the required profile including dewatering if required etc. complete with all general and incidental charges as per drawing, design and specification and per the direction of the Engineer-in-Charge. | 209.12 | cum | |
| 7 | 7 | Providing cast-in-situ 940mm dia double under reamed R.C.C. pile of 375mm dia bored compaction pile foundation to the required depth with RCC M25 (1:1:2) (as per design nominal mix) grade using 20mm and downgraded of approved quality hard granite well graded crusher broken stone aggregates free from weathered skin surface, dust and any other deleterious materials, with designed reinforcement with C.I.C. casing a toe driving mud circular in H.C. bore holes if required using sand of approved grading and quality conforming to the specification, using water of approved grading and quality and using cement as per approved specifications with all cost, mixing the concrete mix ingredients in mechanical concrete mixer and placing manually, compacting the concrete by mechanical means including cost of carriage of water, mobilzation and demobilization of men & machineries, cost of boring etc., hire and running charges of machineries, supplying of T&P maintenance of coffer dam/approach road, diversion road if required with all leads, lifts, delifts and transportation by mechanical / manual means including loading and unloading of all materials with all cost, royalty, cess and taxes of all materials and all other incidental charges including quality control testing charges etc. complete as per approved drawing and specifications and as per direction of the Engineer-in-Charge. (excluding cost of HYSD bars & labour charges for cutting, bending and binding of steel) (For piling) | 90 | cum | |
| 8 | 8 | Supplying, fitting & fixing Bitumen expansion joint board of 25 mm. thick including mobilzation and demobilization of men & machineries, supplying of T&P with all leads, lifts, delifts and transportation by mechanical / manual means including loading and unloading of all materials with all cost, royalty, cess and taxes of all materials and all other incidental charges etc. complete as per approved drawing and specifications and as per direction of the Engineer-in-Charge. | 3.6 | One | |
| 9 | 9 | Earth work in approved type of soil brought from in approved borrow area by mechanical means loading into and transportation by mechanical means within lead of 5.00km including spreading the earth over properly prepared surface of coffer dam, diversion road & approach road etc and breaking clods to maximum 5 cm to 7cm including levelling the earth in 22.50 cm layers for all heights to make ready for watering and compaction with vibratory rollers 8-10 tonnes & Dozers including watering with water tankers compaction including construction, maintenance, watering & lighting of haul road & borrow area with all leads, lifts and delifts including cost, carriage, royalty, taxes of all materials with cost of labour, T&P required for the work including lighting and watering of haul roads and borrow area etc. complete as per direction of Engineer-in-charge. (Borrow area should be arranged by contractor and Measurement to be taken on finishes compacted section on initial and final level basis). | 3050 | One | |
| 10 | 10 | Earth work in excavation by mechanical means in all kind of soil for dismantling of coffer dam and depositing the excavated materials to the spoil banks or any other approved place and breaking clods to maximum 5 cm to 7cm including levelling the earth in 22.50 cm layers including levelling and rough dressing as per the specification with cost of hire charges at all machineries T&P, operations maintenance cost with all leads, lifts and delifts etc. complete with all taxes, labour cess T& P etc. complete with all cost incidental to the work as per the specification and direction of the Engineer-in-charge. | 1000 | One Cum | |
| 11 | 11 | Collecting, supplying, stacking and spreading good quality moorum over road surface and consolidation with H.R.R. and watering with all leads, lifts, delifts and transportation by mechanical / manual means including loading and unloading of all materials with all cost, royalty, cess and taxes of all materials and all other incidental charges etc. complete as per approved drawing and specifications and as per direction of the Engineer-in-Charge. | 260 | One Cum |
AI Tender Summary
Tender Timeline
Jan 08, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 22, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 25, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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