Tender For Urgent Replacement Of Old 2 G.I. Distribution Pipeline At Nagamasjid, Jayceenagar, Kopperwada, Mhalse In Curti Khandepar V.P. And Id Hospital In Ponda Municipal Area In Ponda Constituency.
Tender Value
12.05 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
3 days left
EMD
24110
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Urgent Replacement Of Old 2 G.I. Distribution Pipeline At Nagamasjid, Jayceenagar, Kopperwada, Mhalse In Curti Khandepar V.P. And Id Hospital In Ponda Municipal Area In Ponda Constituency.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in all types of stratas comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varities, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/Shuttered / decomposed rock or weathered rock and all such other materials described under Appendix-A to those specifications either in full or in parts as the case may be, adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling/wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions etc. and as directed by the Engineer-in-Charge etc. All complete in foundation, pipeline trenches, drains not exceeding 1.50 mts. width 10 sq.m. on plan including dressing of sides ramming of bottoms including getting out the excavated soil and disposal of surplus soil for all leads & lifts including providing barricading, danger lighting, guarding as directed by the departmental officer. |
| 2 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc Blue MDPE pipes confirming to ISO 4427:1996 manufactured from Virgin Resin PE 80 food grade compounded raw material having Blue colour only with quality assurance certificate from quality agencies like WRC /CIPET (India)/ DVGM/ KIWA/ SPGN etc. |
| 3 | I) PN16 (SDR 9) |
| 4 | Outer Diameter in mm |
| 5 | a) 63mm dia |
| 6 | 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 ) |
| 7 | Nominal Diameter in mm |
| 8 | a) 80mm dia |
| 9 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. single large orifice air valve (fig S2 confirming to IS 14848/2000 with suitable connections as directed by Engineer -In- Charge for working pressure of 10kg/sq.cm. (Class B) |
| 10 | Dia in mm |
| 11 | a) 25mm dia |
| 12 | Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. |
| 13 | I) Mechanical Compression Collar Coupling |
| 14 | Nominal Dia in mm |
| 15 | a) 80mm dia |
| 16 | III) Flanged Socket Tail piece ( Flanged Adaptors) |
| 17 | Nominal Dia in mm |
| 18 | a) 80mm dia |
| 19 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. PVC ball valves in PN 16 rating with one end compression using Blue colour compression nut in polypropylene material 7 other end with female threads confirming to ISO:4422-4 . |
| 20 | I) Diameter -Main pipe outer diameter in mm & tapping size in inches |
| 21 | a) 63x2'' |
| 22 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. compression fittings Pn 16 rated in confirmation to ISO 14236-2000 and shall be tested as per ISO 3459, ISO -3501 and ISO 3503. |
| 23 | I) Male Adapter |
| 24 | Diameter -Main pipe outer diameter in mm & tapping size in inches |
| 25 | a) 63x2'' |
| 26 | 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 |
| 27 | a) 63 mm OD |
| 28 | 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 |
| 29 | I) 63 mm to180 mm OD |
| 30 | a) 63 mm OD |
| 31 | Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints, for pushon tight joints including the cost of work force, tools, hydraulic testing of joints, etc. complete as per the direction of the engineer in-charge. |
| 32 | I) Double socketed specials such as bends, collar couplings, etc. |
| 33 | Nominal Diameter in mm |
| 34 | a) 80mm dia |
| 35 | Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints, for pushon tight joints, and including the cost of rubber ring, nut bolts, for flanged joint, including the cost of work force, tools, hydraulic testing of joints, etc. complete as per the direction of the engineer in-charge. |
| 36 | I) Flanged Socket |
| 37 | a) 80mm dia |
| 38 | 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 |
| 39 | Nominal Diameter in mm |
| 40 | a) 80mm dia |
| 41 | Fixing C.I. Single large orifice air valve of similar make with bronze ferrule at inlet screwed suitable to working pressure of 15kg/sq. cm for 12 mm to 20mm and 10kg/sq. cm for 25mm to 50mm, complete, as directed by the Engineer in-charge, of following sizes. |
| 42 | Nominal Dia in mm |
| 43 | a) 25mm dia |
| 44 | Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : |
| 45 | a) 50 mm nominal bore |
| 46 | Construction of masonry chamber 90 x 90 x100 cm inside in 40kg/sq. cm laterite masonry in neatly dressed stones complete with 23 cms wall thickness and in cement mortar 1:4 ( 1 cement : 4 coarse sand) for sluice valve of sizes 100 mm, 120 mm 150 mm and 200mm dia 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 standard drawing. (rate is inclusive of rate earthwork excavation, cost of surface cover and all other materials and labour and as per details below) |
| 47 | a) Without surface box and with 120 mm thick R.C.C. slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 48 | Construction of masonry chamber 60x60x75cm inside in laterite masonry in neatly dressed stones complete with 23 cms wall thickness and in cement mortar 1:4 ( 1 cement : 4 coarse 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 standard drawing. (rate is inclusive of rate earthwork excavation, cost of surface cover and all other materials and labour and as per details below) |
| 49 | a) Without surface box and with 120 mm thick R.C.C. slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 50 | 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. |
| 51 | 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 serviceable 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 in charge. |
| 52 | a) By Mechanical Means: |
| 53 | 1) District Road, State highway, National highway |
| 54 | 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: |
| 55 | I) All works upto plinth level |
| 56 | Supply of inferential, dry dial, type Domestic Water Meter, suitable for horizontal installation, duly, sealed against tampering with couplings at both ends having pulse output facility compatible for automatic reading system, conforming to IS:779-1974 and ISO 4064-2005 standards -pre equipped for AMR IP-68 with copper can register bearing MID /OIML mark (with latest Amendments) along with valid life test /type test certificate from FCRI or Test certificate from as NABL desired by the department |
| 57 | A) Class B-Multi Jet Water meters |
| 58 | Dia in mm |
| 59 | a) 40mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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