Improvement Of Water Supply At Tallewada And Surrounding Areas In Quepem Municipal Council In Quepem Constituency ( Deposit Work )
Tender Value
19.63 Lakhs
Estimated cost
Bid Submission
28 Dec 2021
0 days left
EMD
39279
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Quepem → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Water Supply At Tallewada And Surrounding Areas In Quepem Municipal Council In Quepem Constituency ( Deposit Work )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 14-Dec-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 28-Dec-2021 |
BOQ
| Sl. No. | Item Description |
| 1 | Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour , tools etc, and disposing the excavated excess material from the trench to a distance of 1000 metres, 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 roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge. |
| 2 | By Manual Means : Rural Roads |
| 3 | By Mechanical Means: Rural Roads |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches, drain not exceeding 1.5m in width 10 sq.mon plan including dressing of sides ramming of bottoms for all lead and liftincluding setting out the excavated soil & disposal of surplus soil with all leadincluding providing barricading danger lighting guarding as directed by departmental officer in all typesstrata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting probhibited in all conglomerates as directed by the Engineer-in-charge etc, complete. |
| 5 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, Conforming to IS: 4985-2000, and bearing ISI mark, Class 6 kg/cm2. |
| 6 | 90mm dia od |
| 7 | 110mm dia od |
| 8 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge |
| 9 | 90mm OD |
| 10 | 110mm OD |
| 11 | 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. |
| 12 | 90mm dia od |
| 13 | 110mm dia od |
| 14 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS : 14846-2000 and bearing ISI mark double flanged with cap. TYPE P.N. 1.0 (Class B ) |
| 15 | 80mm dia |
| 16 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Reflux valve conforming to IS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.0 (Class B) |
| 17 | 80mm dia |
| 18 | 100mm dia |
| 19 | Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I |
| 20 | 80mm dia |
| 21 | 100mm dia |
| 22 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking, transit insurance etc., cast iron detachable joints conforming to IS: 8794-1978 suitable for AC pressure pipes including cost of rubber rings, nuts, bolts etc. Class 20. |
| 23 | 80mm dia |
| 24 | 100mm dia |
| 25 | Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete includingcost of rubber insertion nuts and bolts,as directed by the engineer in-charge. |
| 26 | 80mm dia |
| 27 | 100mm dia |
| 28 | Making C.I Detachable joints to A.C. pressure pipes of various classes and C.I Plain ended specials with collar, rubber rings, nut and bolts, etc. complete including testing of joints but excluding the cost of joints |
| 29 | 80mm dia |
| 30 | 100mm dia |
| 31 | 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. |
| 32 | Elbow (PN 10 (10kg/cm2)) |
| 33 | 90mm dia od |
| 34 | 110mm dia od |
| 35 | END CAP ( Plain ) PN 6 (6 kg/cm2) |
| 36 | 90mm dia |
| 37 | 110mm dia |
| 38 | Reducer (Multi Stage) |
| 39 | 110x90mm dia od |
| 40 | Long Bend 90 degree 6kg/cm2 |
| 41 | 90mm dia od |
| 42 | 110mm dia od |
| 43 | Making connection to individual 15mm/20mm/25mm G.I/ OD Blue PVC pipeline with existing distribution line of any diameter with saddle piece / and necessary pipe and specials required suitable to the distribution line with road cutting trenching refilling the same including the cost of labour and accessories etc. complete. as per the direction of engineer -in- charge. |
| 44 | 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 as directed by Engineer in Charge. |
| 45 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. single large orifice air valve similar to Glen field fig H4 or similar with steel ferrule at inlet screwed suitable to working pressure of 10kg/sq.cm. (Class B) |
| 46 | 50mm dia |
| 47 | Supplying cast iron saddle pieces of the following sizes including bolts, nuts, rubber packing suitable for giving service connection for AC / PVC pipeline of various classes. |
| 48 | 80mm dia |
| 49 | Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : |
| 50 | 20 mm nominal bore |
| 51 | Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR), CI compression glands and coated MS Nuts bolts. |
| 52 | Double Socket Branch Flange Tee |
| 53 | 80x80x80 |
| 54 | Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. |
| 55 | Flanged Socket Tail piece ( Flanged Adaptors) |
| 56 | 80mm dia |
| 57 | 100mm dia |
| 58 | 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. |
| 59 | Construction of masonry chamber 60x60x75cm inside in 40kg/sq. cm ,brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4coarse sand) for sluice valves 50 to 80mm with necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standarddrawing . (rate is inclusive of rate earthwork excavation, cost of surface cover and all other materials and labour and as per details below) |
| 60 | with C.I. Surface box 100mm top dia 160mm bottom dia and 160mm deep of wt 15kg inside with chain lid in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 61 | with M.S. sheet cover with 12mm thick M.S. plate and frame of Angle iron 50x50x6mm in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
AI Tender Summary
Tender Timeline
Dec 14, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 28, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 28, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 30, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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