Tender For Providing, Laying Jointing Of Old Ntm To New Ntm At Various Location In Comba Margao .
Tender Value
37.88 Lakhs
Estimated cost
Bid Submission
24 Nov 2022
0 days left
EMD
75770
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
panaji → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing, Laying Jointing Of Old Ntm To New Ntm At Various Location In Comba Margao .
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation by manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil upto 5m depth. All types of Starta as described in Appendix A |
| 2 | Closed planking in trenches including strutting and shoring packing cavaties (wherever required) complete for sewerage works in saturated soil strata |
| 3 | b) For works at depth upto 6 m |
| 4 | Refilling the pipeline/foundation trenches plinth sides,foundation etc with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth directed by Engineer-in-charge |
| 5 | Cutting the bituminous road for laying the pipeline in trenches including labour, tools etc, and disposing the excavated excess material from the trench to a distance of 1000 meters, including making level the trench of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge. |
| 6 | Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed vii) 1500mm dia x 4000 to 4500mm depth |
| 7 | Providing and laying in position cement concrete below foundation M15(1:2:4)(1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost ofcentering,shuttering and finishing : |
| 8 | supplying of laterite stone soling of size 150-200 mm and murum having P.I value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering & consolidation of binding material etc (measurements shall be considered on finished item) |
| 9 | Repairs and reinstatement to the road for trenches madeby laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.42m and making good the road surface by providing laying rollling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each, tack coat and open graded premix carpet of 20mm thickness as per specifications mentioned in item nos 14086, 14093, 14051 & 14068 of road GSRrespectively, complete as per the direction of the engineer incharge |
| 10 | Extra for additional depth of 1.5m or part thereof in All types of soil Depth from 1.50 to 3.00m |
| 11 | Earthwork in excavation in foundation pipeline trenches,drain in saturated soil up to a depth of 0.60 m lift up to 1.50 mincluding disposing the excavated soil within a lead of 50 mDisposed earth to be neatly dressed and levelled, as directedby the Departmental Officer |
| 12 | Excluding planking, timbering in trenches and dewatering. Depth from 0.00 to 0.60m |
| 13 | Extra for earthwork excavated in saturated soil |
| 14 | Depth from 0.60 to 0.90m |
| 15 | Depth from 0.90 to 1.20m |
| 16 | Depth from 1.20 to 1.50m |
| 17 | Depth from 1.50 to 1.80m |
| 18 | Depth from 1.80 to 2.10m |
| 19 | Add extra for excavation in or under water and on liquid mud including cost of pumping and complete (extra rate per co.. of excavation qty. in saturated soil strata considering actual water table level during the construction as datum )c) Excavation work upto 1.50m. depth from datum |
| 20 | d) Excavation work upto 3.00m & abovedepth from datum |
| 21 | Extra for planking and strutting and packing material forcavities (in close timbering) if required to be left permanentlyin position (face area of timbering to be left permanently in position is to be measured) |
| 22 | Pumping of sewage Using 6 no 5 HP pumps |
| 23 | Jointing of HDPE pipes by heating the two ends of the pipe with electrically heated mirror, to the required temperature, including the hire charges of heating mirror and the generator set for the electricity for the heating mirror etc complete as per the direction of the engineer in- charge 500 mm OD |
| 24 | Carriage of Materials |
| 25 | Pumping of sewage for prevent overflows when sewerare at peak flow Using 2 no 10 HP pumps |
| 26 | Transporting 0f pipe, Supply of Pipe by SIDCGL |
| 27 | Making of CONNECTION for New & old NTM manhole with braking of concrete ,steel ,brick workand restore same |
AI Tender Summary
Tender Timeline
Nov 18, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 24, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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