Construction Of Check Dam On Nagulwa Nala In Village Parsatand Under Block Gomia, District - Bokaro C
Tender Value
59.04 Lakhs
Estimated cost
Bid Submission
22 Jun 2022
0 days left
EMD
1.18 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
gomia → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Check Dam On Nagulwa Nala In Village Parsatand Under Block Gomia, District - Bokaro C
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation trenches in ordinary soil (Vide classification of soil item-A) and disposal of excacated earh so obtained (50M. away from he edge of the trenches) with initial lead of 150M and initial lift of 1.5m as perspecification and direction of E/l.(Part-B 6.1.8 Pg.-101) |
| 2 | Earth work in excavation of cut-off trenches by the hydraulic excavator as er designed section in soft rock (where blasting is not needed) (vide type of soil item -C) with disposal of spoil beyond 150 M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/l.(Part-B 6.1.14.2Pg.- 102) |
| 3 | Plain/Reinforced cement concrete in open foundation as per drawing and technical specification and direction of E/I. PCC Grade M15 (Part-A, June-2021, Corrigendum-Page No.-47) 12.8(A) |
| 4 | Providiag random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed tone 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 20mm depth, curing, taxes and royalty all complete job as per building specificition and direction of E/l.(Part-A (Corrigendum) 5.2.28 Pg.-41) June-2021 |
| 5 | Providiag random rubble stone masonry in C.M. (1:4) in superstructure and plinth with hammer dressed tone 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 20mm depth, curing, taxes and royalty all complete job as per building specificition and direction of E/l.(Part-A (Corrigendum) 5.2.31 Pg.-41) June-2021 |
| 6 | Providing 25 mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leas andd lifts of water, scaffolding taxes and royalty all complete job as per specification and direcition of E/l.(Part-A (Corrigendum) 5.7.12 Pg.-37) June-2021 |
| 7 | Plain/Reinforced cement concrete in sub-structure completeas per drawing and technical specification and direction of E/I. RCC Grade M200 height upto 5M. 13.5B(P) (Part-A, June-2021, Corrigendum-Page No.-48) |
| 8 | Providing Tor Steel reinforcement 10mm, 12mm & 16mm dia bras as per approved design drawing. Removal of rest cuitting, binding including supplying annealed wire placing rod in position all complete job as per specification and directions of E/l. 10mm (TMT coil Fe 500) {only valid for Tata (Tiscon), SAIL, JSPL0, Electrosteel Steel Ltd. Bokaro and Vizag (RINL)} BCD(Corrigendum) 5.5.5 (A) (Part-A, June-2021, Pg.-48) |
| 9 | Providing weep holes with dry grade stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l.(Part-A, June-2021 (Corrigendum) 6.7.6Pg.-46) |
| 10 | Supplying and lying of boulder rock toe & heel trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direcition of E/I.(Part-A, June-2021 (Corrigendum) 5.6.4Pg.-46) |
| 11 | Dewatering by 10 HP diesel pump all complete job.(Part-B (WRD) (Corrigendum) SL.-47, PM-29Pg.-28) June-2021 |
| 12 | Earth work in filling in foundation trenches or back filling of masonry structure with suitable earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l.(Part-B (ERD) (Corrigendum) 6.1.16 Pg.-32) June-2021 |
| 13 | Supplying 250mm dia NP2 R.C.C Hume pipe with collar as per I.S.S. 458-1971 complete as per specification and direction of E/l. WRD (Part-B) (P-71) (Sl. No.-10.4) |
| 14 | Labour for laying, fitting and fixing NP2 Hume pipe with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them leak proof all complete job as per specification and direction of E/I. (250mm dia) Part-B (WRD) (7.6.1.2) |
| 15 | Carriage of Materials :- (i)Cement (Lead 10 km P) |
| 16 | (ii)Sand (Lead 9 km P + 01 km K) |
| 17 | (iii) Stone Chips (Lead 10 km P + 01 km K) |
| 18 | (iii) Stone Boulder (Lead 10 km P + 01 km K) |
| 19 | (iv)250mm N.P. - 2 H.P. (Lead 30 km P + 01 km K) |
| 20 | (v) Steel |
| 21 | GST 12% |
| 22 | Labour Cess 1% |
AI Tender Summary
Tender Timeline
Jun 17, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 24, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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