Construction Of Two Nos. S.L.R. Bridges At K.M. 1.525 And K.M. 2.626 In Bagro Distributary Under Konar Canal Division , Bagodar
Tender Value
80.87 Lakhs
Estimated cost
Bid Submission
14 Dec 2021
0 days left
EMD
1.62 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 Two Nos. S.L.R. Bridges At K.M. 1.525 And K.M. 2.626 In Bagro Distributary Under Konar Canal Division , Bagodar
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto50m and average lift of 1.5M including leavelling, ramming the foundation trenches, removing the roots orshrubs etc all complete as per specification and direction of E/I.7.1.27 |
| 2 | Extra for earthwork in hard soil (vide classification of soil item- B) all complete as per specification and direction of E/I. 7.1.10 |
| 3 | Extra for earthwork for each subsequent lift of 1M over the initial lift of 1.5M for ordinary and hard soil(vide classification of soil item A and B) all complete as per specification and direction of E/I.7.1.34.1 |
| 4 | Earth work in filling foundation trenches and back filling ofstructuresin layers not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile with a lead of 30m andlift of 1.5m complete job as per specification and direction of E/I.7.1.31 |
| 5 | Earthwork in filling in canal banks (canal discharge upto 28 cumecs) as well as special repair of canal banks in ordinary soil in proper profile (vide classification of soil item - A) obtained from borrow area or any other sources free from logs, roots, or any other ingredients etc with initial lead of 15M and lift of 1.5M including breaking clods to maximum 50 mm cube placing the earth in layers not exceeding 225mm thick completeas per specification and direction of E/I (Mode of measurment sectional measurement shall be of compacted earth).7.1.25 |
| 6 | PCC 1:3:6 in Foundation ( Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) 7.1 part A |
| 7 | Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications Grade M 15 7.2 A Part A |
| 8 | Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M 20 7.2 C Part A |
| 9 | Plain / Reinforced cement concrete in sub structure complete as per drawing and technical specifications Grade M 15 7.3.A Part A |
| 10 | Plain / Reinforced cement concrete in sub structure complete as per drawing and technical specifications Grade M 20 7.3.B Part A |
| 11 | Furnishing and Placing Rienforced/Prestressed cement concrete in super structure as per drawing and Technical Specation. RCC Grade M 20 for solid slab super-structure 7.4 A(i) |
| 12 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.7.5 Part A |
| 13 | Providingrandom rubble stone masonary in cement mortar (1:4) in foundationand 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 royaltyallcompleteas per building specification and direction of E/I. 4.28 Part A |
| 14 | Providingrandom rubble stone masonary in cement mortar (1:4) in superstructureand 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,of materials,Scaffolding raking out joints, to 20 mm depth, curing, taxes and royaltyallcompleteas per building specification and direction of E/I. 4.31 Part A |
| 15 | Labour charge for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150Mand all lifts as per specification and direction of E/I. 7.7.18 |
| 16 | Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. For 1200mm dia7.6.1.8 |
| 17 | Providing and fixing in position 25mm thick bituminastic board ( shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints all complete job as per Specification and direction of E/I. 7.8.3 |
| 18 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering,royalty and all other taxes complete job as per specification and direction of E/I. 7.1.37 |
| 19 | Supplying of stone boulder with minimum sizeof 300mm for Pitching with stacking all complete.M- 018 |
| 20 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete,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 all lifts and lead lead of 1000 metres) all complete as per direction of E/I. For Rubble stone masonry in cement mortar. 2.4(iii)B |
| 21 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete,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 all lifts and lead lead of 1000 metres) all complete as per direction of E/I. For Cement Concrete Grade M-15 & M-20 2.4(i)IIA |
| 22 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.8.1 PART A |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.8.5 PART A |
| 24 | Carriage ofmaterials |
| 25 | Cementlead 18KM (15kmp+3kmk) |
| 26 | Steellead 18KM (15kmp+3kmk) |
| 27 | Sand lead 28KM (25kmp+3kmk) |
| 28 | Stone Chipslead 45KM (42kmp+3kmk) |
| 29 | Boulder lead 45KM (42kmp+3kmk) |
| 30 | Local Sandlead 17 KM (14kmp+3kmk) |
| 31 | Hume Pipe lead 15KM (13kmp+2kmk) |
| 32 | Add GST 12% of Total Amount |
| 33 | Add Labour Cess 1% of Total Amount |
AI Tender Summary
Tender Timeline
Nov 24, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 14, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 17, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender