Construction Of Vrb At Saliajanga And Podapada On Brudha D/C Construction Of Vrb At Saliajanga And Podapada On Brudha D/C
Tender Value
Ref. Documents
Estimated cost
Bid Submission
22 Jan 2021
0 days left
EMD
73600
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
Construction Of Vrb At Saliajanga And Podapada On Brudha D/C Construction Of Vrb At Saliajanga And Podapada On Brudha D/C
BOQ
| Name of Work: CONSTRUCTION OF VRB AT SALIJANGA AND PODAPADA ON BRUDHA D/C | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, old & damaged hume pipes including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lead, lift including cess as per drawing and as per the direction of Engineer-in-charge. (Bricks of Stone Masonory in cement mortar) | 56.1 | cum | |
| 2 | 2 | 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 as per the direction of the Engineer-in-Charge. | 687.6 | 100 cum | |
| 3 | 3 | Providing Random Rubble hard granite stone masonry with sand grouted in foundation and plinth to proper line and level including well watered and rammed in layers with all leads, lifts and delifts including cost, carriage, royalty, taxes of all materials and cost of labour and T&P including dewatering if required etc. complete with all general and incidental charges as per drawing, design and specification and as per the direction of the Engineer-in-Charge. | 165.03 | One Cum | |
| 4 | 4 | Providing and laying cement concrete M15 (1:2:4) (as per design nominal mix) grade in approved surface using 40 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 as per the direction of the Engineer-in-Charge. (For foundation PCC over grouting) | 39.67 | One\nCum\n | |
| 5 | 5 | Providing and laying RCC M25 (1:1:2) (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 as per the direction of the Engineer-in-Charge. (excluding cost of HYSD bars) | 421.3 | One\nCum\n | |
| 6 | 6 | 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. | |||
| 7 | 6.01 | Foundation, beam and raft | 363.79 | sqm | |
| 8 | 6.02 | Column and wall | 912.02 | sqm | |
| 9 | 6.03 | Slab, Guard Post and Railing | 262.3 | sqm | |
| 10 | 7 | Providing and laying cement concrete 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 as per the direction of the Engineer-in-Charge. (For wearing coat) | 29.21 | One\nCum\n | |
| 11 | 8 | 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 and as per the direction of the Engineer-in-Charge. | 362.85 | Qntl | |
| 12 | 9 | Providing rough stone dry packing in slopes, 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, specification and as per the direction of the Engineer-in-Charge. | 47.92 | One\nCum\n | |
| 13 | 10 | 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). | 1191.25 | One Cum | |
| 14 | 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, specifications and as per direction of the Engineer-in-Charge. | 32.5 | One Cum | |
| 15 | 12 | Filling in foundation and plinth with Sand, well watered and rammed in layers including cost, conveyance, royalty, loading and unloading and all taxes of materials including cess etc. complete as per drawing, specification and as per the direction of the Engineer-in charge. | 15.66 | One Cum | |
| 16 | 13 | Providing weep holes in brick masonry / plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe, extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing including cost, conveyance, royalty, loading and unloading all other taxes of all materials & cess etc. complete as per drawing, specification and as per the direction of the Engineer-in charge. | 30.4 | Mtr |
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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