Construction Of Check Dam At Damdama Nala Under Block - Maheshpur, Dist - Pakur
Tender Value
49.99 Lakhs
Estimated cost
Bid Submission
30 Apr 2022
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
maheshpur → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Check Dam At Damdama Nala Under Block - Maheshpur, Dist - Pakur
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in maintanance of canals having discharge less than 28 cumecs (1000 cusecs) in ordinary soil (vide classification of soil item-A) including clod breaking and rough dressing of soil with initial lead of 10M and lift of 1.5M as per specification and direction of E/I. ( 7.1.8 ,P-115 , WRD PART B ) |
| 2 | Earth work in excavation of foundation trenched of toe wall, spillway, head regulator, out lets, intake wells etc, as per desingned section in all kinds of soil including mooram soil, soil mixed with kankar, pebbles and boulder up to 300 mm size and disposal of the same beyond 50 mm away from the edge of the trench with intial lead of 150 m intial lift of 1.5 m as per sepecification and direction of E/I . ( 5.1.14.1 ,P-82 , WRD PART B) |
| 3 | Earth work in excavation of foundation trenched of toe wall, spillway, head regulator, out lets, intake wells etc, as per desingned section in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item C )with disposal of the same beyond 50 mm away from the edge of the trench with intial lead of 150 m intial lift of 1.5 m as per sepecification and direction of E/I . (5.1.15.2 ,P-82 ,WRD PART -B) |
| 4 | Plain /Reinforced cement concrete (Grade M 15) in open foundation complete as perdrawing and technical specifications (7.3.4 /(Sl 7.2.A ) -12.8.A,part-A,pg-47) |
| 5 | Providing rough dressed ramdam rubble stone masonary in c.m. (1:4) in foundation with approved quality of coarse sand of requsite F.M . Washed and screened with racking out joints, curing, scaffolding and its removal where ever required including royallty and all taxes etc. complete job as per specification and direction of E/I (5.2.28, SL NO. 4.28 , P-41 , COMMON PART \"A\" (CORRIGENDUM)) |
| 6 | Providingrandom rubble stone masonary in C.M. (1:4) in superstructure 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,racking out joints to 20 mm depth,curing,taxes and royallty all complete as per building specification and direction of E/I. (SOR Part-A 5.2.31) |
| 7 | Plain /Reinforced cement concrete (Grade M 20) in sub - structure complete as perdrawing and technical specifications(7.3.10 /SOR Part A (Sl 7.3.E(p)case-I)-corrigendum-13.5.E)(Using concrete Mixer,ht upto 5 m) |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawingand technical specificatios.(SOR Part-A Sl 8.3 Item 13.6) |
| 9 | Plain /Reinforced cement concrete (Grade M 15) in sub - structure complete as perdrawing and technical specifications(7.3.9 / SOR Part A (Sl 7.3.A)corrigendum-13.5.A)(Height upto 5 m) |
| 10 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wallas per specification and direction of E/I (SOR Part A, 6.7.6) |
| 11 | Providing 25 mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening,curing with all leads and lifts of water,scaffolding taxes and royality all complete as per building specification and direction of E/I. (SOR Part-A 5.7.12) |
| 12 | Providing 1.5 mm cement punning including curing ,carriage of water with all leads and lifts as per building specification and direction of E/I .(SOR Part-A 5.7.11) |
| 13 | Supplying & laying boulder in rock toe, heel trenches of the damas per design & drawingincluding the cost of materials, royalty and all taxes etc. But excluding the cost of carriages all complete as per specification and direction of E/I(SOR Part A, 5.6.4.) |
| 14 | Earth work in filling foundation trenches or back filling of masonary structure with suitable earth in layers, not exceeding 150 mm thick, well watered rammed and fully compacted and finally dressedwith earth obtainedfrom excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5 m complete as per specification and direction of E/I. (SOR Part-B 6.1.16) |
| 15 | Provision of dewatering with 10 H.P diesel pump set including P.O.L (SOR Corrigendum Part B Sl No.47,Pg No -28 ) |
| 16 | Carriage of materials Cement 7 KM |
| 17 | Sand 5 KM |
| 18 | Stone Chips 15 KM |
| 19 | Stone Boulder 15 KM |
| 20 | Provision of GST @ 12% |
| 21 | Add 1% Labour Cess |
AI Tender Summary
Tender Timeline
Apr 18, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 30, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 04, 2022
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