Tender For Construction Of Check Dam Across Hardali Nadi Under Block - Bagodar, Dist - Giridih
Tender Value
74.30 Lakhs
Estimated cost
Bid Submission
27 Oct 2022
0 days left
EMD
1.49 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 Check Dam Across Hardali Nadi Under Block - Bagodar, Dist - Giridih
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish upto a distance of 50 m outside the peripheri of the areaas per specification and direction of E/I.(By manual means in area of light jungle, for medium project SOR part A . ch-2, sl no.2.02 |
| 2 | Earth work in excavation of foundation trenches in ordinary soil (Vide classification of soil item A ) and disposal of excavated earth so obtained (50 M away from the edge of the trenches) with initial lead of 150 M and initial lift of 1.5 Mas per specification and direction E/I.WRD SOR (Item No.5.1.8) |
| 3 | Earth work in excavation of foundation trenches of Toe wall, Spillway, head regulator, Intake well and outlet etc.as per designed section in ordinary or soft rock (vide classification soil item-C) with disposal of soil (beyond 50m from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.( WRD SOR Item No.5.1.15.2) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)(BCD SOR 5.3.1.2) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (BCD SOR 5.3.9.1) |
| 6 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of dressed stone of less than 0.303 M3 and clean sand of requisite F.M (2 to 2.5) washed and screened with raking out joints curing, scaffolding and its removal wherever required including and royaltyetc. complete job as per specifications and direction of E/I.(Item No.5.2.28){SOR Part ACh- 4 Sl.N- 4.28} |
| 7 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of with approved quality of dressed stone of less than 0.303 M3 and clean sand of requisite F.M (2 to 2.5) washed and screened with raking out joints curing, scaffolding and its removal wherever required including and royaltyetc. complete job as per specifications and direction of E/I.(Item No.5.2.31) {SOR Part A Ch-4 Sl.N-4.31} |
| 8 | Providing Tor steel reinforcement of 8 mm dia bars as per approved design and drawing …do- TMT Fe 500 (BCD SOR 5.5.4) |
| 9 | Providing 25mm thick cement plaster (1:4)with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffoldingwherever required and its removal and royaltyetc. complete job as per specifications and direction of E/I.(Item No.5.7.12) {SOR Part A Ch-3 Sl.N -3.12} |
| 10 | Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials and royalty etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I.(Item No.5.6.4){SOR Part ACh-6 Sl.N 6.4} |
| 11 | Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m cmplete as per specification and direction of E/I.(SOR WRDItem No.6.1.16) |
| 12 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I. (Item No.6.7.6) {SORPart A Ch 6 Sl.N- 6.9} |
| 13 | Use Rate of diesel pump per 10 H.P. per hour for dewatering during the construction ofweir as per specification and direction of E/I. (wrd S.O.R. Ch 1 PM 29) page 83 |
| 14 | Supplying, laying, fitting and fixing 450 mm dia NP2 hume pipe with collars in level and grade as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specifications and direction of E/I.(S.O.R. Part A Item Code M300 (vi)Page no 84 + wrd . 7.6.1.4) |
| 15 | Carriage of materials Cement |
| 16 | Sand |
| 17 | Stone Chips |
| 18 | Stone Metal |
| 19 | Stone Boulder |
| 20 | Steel |
| 21 | Hume Pipe 450 MM dia |
| 22 | Provision of GST @ 18% |
| 23 | Add 1% Labour Cess |
AI Tender Summary
Tender Timeline
Oct 15, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 03, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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