Tender For Rainwater Harvesting For Four Government Primary Schools At Sancorda, Dharge, Pratap Nagar And Tamsodo In V.P. Sacordem And V.P. Dharbandora Of Dharbandora Taluka In Sanvordem Constituency.
Tender Value
14.17 Lakhs
Estimated cost
Bid Submission
26 Aug 2026
8 days left
EMD
28344
Bank guarantee accepted
Document Fee
3000
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 Rainwater Harvesting For Four Government Primary Schools At Sancorda, Dharge, Pratap Nagar And Tamsodo In V.P. Sacordem And V.P. Dharbandora Of Dharbandora Taluka In Sanvordem Constituency.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : b)All types of Ordinary rock including all types of laterite rock, blasting prohibited |
| 2 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : Extra for additional depth of 1.5 m or part thereof in: c)All types of laterite rocks and hard rocks |
| 3 | Earthwork in excavation by mechanical means (hydraulic excavator) 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.: b)All types of Ordinary rock including all types of laterite rock, blasting prohibited |
| 4 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a)All works upto plinth level |
| 5 | Pre-cast cement concrete solid block masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand ) in foundation and plinth size of blocks (30 x 20 x 15) in foundation and plinth |
| 6 | Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed: a)110 mm dia |
| 7 | Providing and fixing rigid PVC bend of required degree (of approved make) for S.W.R. drainage pipes of approved including lubricating. a) 110 mm dia |
| 8 | Providing and fixing single tee of rigid PVC (approved make) for S.W.R. pipes including lubricating etc. complete, without door: a)110 mm dia |
| 9 | b) 75 mm dia |
| 10 | Providing and fixing U.P.V.C. pipe clips (approved make ) for S.W.R. pipes: a)110 mm dia |
| 11 | Providing and fixing rigid PVC (approved make) ball valve for S.W.R. pipes including lubricating etc. complete. a)110 mm dia |
| 12 | Providing and fixing in position KRIS Make 6\\" UPVC rectangular gutter supported on UPVC plus GI L Clamp (KRIS Make) at every 1.00m interval and at Corner including welding clamps to the existing steel rafters as per the direction of Engineer in charge. |
| 13 | Providing and fixing in position KRIS Make 6\\" UPVC Jointer supported on One UPVC plus GI L Clamp (KRIS Make) as per the direction of Engineer in charge. |
| 14 | Providing and fixing in position KRIS Make 6\\" UPVC Joint Drop for gutter outlet with two UPVC plus GI L Claps (KRIS Make) to support the gutter joint including welding clamps to the existing steel rafters in proper line and level as per the direction of Engineer in charge. |
| 15 | Providing and fixing in position KRIS Make 6\\" UPVC End cap to the gutter as per the direction of Engineer in charge. |
| 16 | Providing KRIS Make UPVC Clamp plus GI L Clamp for 6\\" UPVC Gutter and welding in position in line, level and gradient as per the direction of Engineer in charge. |
| 17 | Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming to I S 12701; 1996. c) 1000 lit. capacity |
| 18 | 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 4 kg/cm2. Outer Dia in mm b)75 |
| 19 | 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. I. Elbow, Outer Dia in mm PN 6 (6 kg/cm2): g)75 |
| 20 | i)110 |
| 21 | II. END CAP ( Plain ) Outer Dia in mm: g)75 |
| 22 | i) 110 |
| 23 | VI A. Coupler (Plain) Outer Dia in mm: g)75 |
| 24 | i)110 |
| 25 | X. Reducer (Multi Stage) Outer Dia in mm: j) 110x75 |
| 26 | Providing and fixing rigid PVC (approved make) ball valve for S.W.R. pipes including lubricating etc. complete. a)75 mm dia |
| 27 | Providing and fixing rigid PVC (approved make) tank connector including lubricating etc. complete. a)75 mm dia |
| 28 | 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. b)75 mm OD |
| 29 | 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. Outer Diameter in mm: b)75 |
| 30 | 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. |
| 31 | Supplying and filling in Filtration Pit graged basaltic metal of size 40mm(40%), 20mm(30%), 10mm(20%) and (10%) river sand (washed and screened) as per the direction of Engineer in charge. |
| 32 | 12mm cement plaster 1:3 (1 cement : 3 coarse sand) |
| 33 | Neet Cement punning |
| 34 | Providing and laying 20mm thick cuddapah in shelves over 20 mm thick base of cement mortar 1:3 complete |
| 35 | Dismantling dressed stone work ashlar face stone work, marble work of prcast concrete work in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50mts. lead. b)In tees, angles, flats and channels Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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