Extension Of Sewerline Near Vinay Bhats House And Ningappa B Maganageris House And Surrounding Areas At Davorlim In Navelim Constituency.
Tender Value
40.56 Lakhs
Estimated cost
Bid Submission
14 Dec 2021
0 days left
EMD
81121
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
SIDCGL Office Panaji → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Extension Of Sewerline Near Vinay Bhats House And Ningappa B Maganageris House And Surrounding Areas At Davorlim In Navelim Constituency.
BOQ
| Sl. No. | Item Description |
| 1 | Supplying at store or site of work including Railway freight, carting, loading and unloading, stacking, transit insurance etc. unplasticised non- pressure PVC pipes for using underground drainaige and seweragesystem Conforming to IS: 15328-2003stifness Class SN-8(8 KN/m2,SDR-41). d) 200 mm |
| 2 | Supplying at store or site of work including Railway freight, carting, loading and unloading, stacking, transit insurance etc. unplasticised non- pressure PVC pipes for using underground drainaige and seweragesystem Conforming to IS: 15328-2003stifness Class SN-8(8 KN/m2,SDR-41) Outer Dia in mm C)160mm |
| 3 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the engineer in-charge. h)160mm |
| 4 | j) 200mm |
| 5 | Earthwork in excavation by manual meansin foundation pipeline trenches drain (not exceeding 1.5m in width or 10sq.m. on plan) including dressing of sides and ramming of bottoms, lifts upto 1.5m including getting outthe excavated soil and disposal of surplus excavated soilas directed within a lead of 50m. All kinds of soil |
| 6 | Earthwork in excavation in foundation pipeline trenches, drain in saturated soil up to a depth of 0.60 m lift up to 1.50 m including disposing the excavated soil within a lead of 50 m Disposed earth to be neatly dressed and leveled,as directed by the Departmental Officer.Extra for earthwork excavated in saturated soil for every 0.30 m. depth or part thereof over 0.60 m. depth.Extra for additional depth of 1.5 m or part thereofin saturatedsoil . |
| 7 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20cm depth consolidating each layer ramming and watering lead upto 50M and all lifts and disposal of surplus earth as directed by the Engineer in charge. |
| 8 | Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6mincluding labour , toolsetc, and disposing the excavated excess material from the trench to a distance of 1000 meters, including making level the trench surface by utilising the serviciable material to the level of the top surface of road,by compacting, watering ramming with rolling with road rollerafter completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge. |
| 9 | Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed i) 1200mm dia x 2000 depth |
| 10 | Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed i) 1200mm dia x 2000 to 2300 depth |
| 11 | Providing and laying cement concrete1:4:8 (1 cement: 4 coarse sand: 8 graded granitic or basaltic stone aggregate 40 mm nominal size)excluding the cost of centering,shuttering and finishing in :a)160mm dia SW pipes |
| 12 | Providing and laying cement concrete1:4:8 (1 cement: 4 coarse sand: 8 graded granitic or basaltic stone aggregate 40 mm nominal size)excluding the cost of centering,shuttering and finishing in :c)200mm dia SW pipes |
| 13 | Closed planking in trenches including strutting and shoring, packing cavities (wherever required) complete for sewerage works in saturated soil strata. b) For worksof depth uptoto 3.00 m |
| 14 | Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer incharge |
| 15 | Disposal of excavated material by tipper truck including loading , unloading and stacking surplus rock upto 5km. |
| 16 | Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. complete. II) End Cap(Plain)1600mm O.D. |
| 17 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 18 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:All works upto plinth levelQty same as item no. 14 |
AI Tender Summary
Tender Timeline
Nov 26, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 14, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 20, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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