Construction Of Residual Concrete Lining Work Between Km. 64.940 To Km. 65.105, Km. 65.324 To Km. 65.645, Km. 66.558 To Km. 66.730, Km. 67.752 To Km 67.852, Km. 68.677 To Km 68.890, Km. 69.045 To Km. 69.095 & Km. 73.578 To Km. 73.9475 Of Clmc.
Tender Value
3.98 Crore
Estimated cost
Bid Submission
25 Nov 2019
0 days left
EMD
3.99 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
GALUDIH → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Residual Concrete Lining Work Between Km. 64.940 To Km. 65.105, Km. 65.324 To Km. 65.645, Km. 66.558 To Km. 66.730, Km. 67.752 To Km 67.852, Km. 68.677 To Km 68.890, Km. 69.045 To Km. 69.095 & Km. 73.578 To Km. 73.9475 Of Clmc.
BOQ
| Name of Work: CONSTRUCTION OF RESIDUAL CONCRETE LINING WORK BETWEEN KM. 64.940 TO KM. 65.105, KM. 65.324 TO KM. 65.645, KM. 66.558 TO KM. 66.730, KM. 67.752 TO KM 67.852, KM. 68.677 TO KM 68.890, KM. 69.045 TO KM. 69.095 & KM. 73.578 TO KM. 73.9475 OF CLMC. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5M. including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I.(7.1.21) | 1097.85 | M³ | |
| 2 | 2 | Excavation of soft rock in canal for all depths where blasting is needed, but due to non blasting zone, blasting is not possible and the work to be done by controlled wedging and hammering including lip cutting etc. with disposal of spoils(soft rock) beyond 30m, but upto 500 m by mechanical means all complete job as per specification and direction of E/I(With Prior Approval of Chief Engineer).(7.1.13.3) | 9318.59 | M³ | |
| 3 | 3 | Extra for earth work 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).(7.1.34.1) | 1367.83 | M³ | |
| 4 | 4 | Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty as per specification and direction of E/I. (where depth of cutting is more than 6M [20ft]).(7.2.8) | 4316.52 | M³ | |
| 5 | 5 | Supplying and laying gravel filter (size 5mm to 15mm ) in filter blanket and in the toe drain ( in horizontal portion) of the dam as per design, drawing including the cost of materials royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I.(5.6.2) | 216.4 | M³ | |
| 6 | 6 | Providing P.C.C.M-100 with nominal mix of (1:3:6) with approved Providing P.C.C.M-100 with nominal mix of (1:3:6) with approved granular sand of requisite F.M. (2.5 to 3.0) in lug slab cross and longitudinal sleepers for lining of canals including cost of form work and its removal, curing, royalty etc. all complete job as per specification and direction of E/I. (7.3.1) | 624.571 | M³ | |
| 7 | 7 | Providing 100mm thick P.C.C. lining in M- 100 with nominal mix of (1:3:6) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of form work and its removal, curing, royalty and complete job as per specification and direction of E/I. (7.2.19) | 1835.67 | M³ | |
| 8 | 8 | Supplying of Hessian Cloth (A0.3kg/M²Cot.) in side slope of canal below lining as per Specification and direction of E/I. CH:1(B)-67, P-35 SOR | 17778.2 | M² | |
| 9 | 9 | Supplying fitting and fixing 100 micron LDPE film in bed of canal below lining as per Specification and direction of E/I. | 3115.99 | M² | |
| 10 | 10 | Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty etc. all complete as per specification and direction of E/I | |||
| 11 | 10.01 | (i) For canal side slope. (7.2.10.1) | 5018.3 | M | |
| 12 | 10.02 | (ii) For canal bed. (7.2.10.2) | 2269.78 | M | |
| 13 | 11 | Providing 50 mm dia non return pocket valve complete with bolts and nuts etc., all complete as per specification and direction of E/I. (7.2.15) | 137 | Each | |
| 14 | 12 | Carriage of Materials | |||
| 15 | 12.01 | (i) Cement from Jsr to W/site Lead 60km, [53km(P) + 7km (K)] | 568.362 | MT | |
| 16 | 12.02 | (ii) Sand from Subernrekha river to W/site Lead 26km, [1km(K) + 18km (P)+ 7km (K)] | 5475.29 | M³ | |
| 17 | 12.03 | (iii) Stone Chips from Hata to W/site Lead 65km, [3km(K) + 55km (P)+ 7km (K)] | 2317.55 | M³ | |
| 18 | 12.04 | (iv) Gravel Filter from Dalbhumgarh to W/site Lead 37km, [2km(K) + 28km (P)+ 7km (K)] | 216.4 | M³ | |
| 19 | 13 | Add GST @12% | 1 | 12% of Quoted rate | |
| 20 | 14 | Add Labour Cess @1% | 1 | 1% of Quoted rate |
AI Tender Summary
Tender Timeline
Nov 14, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 27, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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