Tender For Providing Rain Water Harvesting Scheme For Government Primary School At Sau Paul, Taliegao & Government Primary School At Bhatlem, Chincholem, Tiswadi Goa.
Tender Value
5.47 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
6 days left
EMD
10960
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 Providing Rain Water Harvesting Scheme For Government Primary School At Sau Paul, Taliegao & Government Primary School At Bhatlem, Chincholem, Tiswadi Goa.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Sep-2026 | Correction in Corrigendum | Other | 21-Sep-2026 |
| 2 | 04-Sep-2026 | Change in Date | Date | 21-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Providing and fixing UPVC Eaves gutter of make KRIS or equivalent of required thickness and strength for colleting rain water with suitable accessories as specified and as directed by the engineer incharge.: UPVC Rain Gutther 8\\" |
| 2 | Providing and fixing UPVC Eaves gutter of make KRIS or equivalent of required thickness and strength for colleting rain water with suitable accessories as specified and as directed by the engineer incharge. : UPVC End drop |
| 3 | Providing and fixing UPVC Eaves gutter of make KRIS or equivalent of required thickness and strength for colleting rain water with suitable accessories as specified and as directed by the engineer incharge. : UPVC Coner drop |
| 4 | Providing and fixing UPVC Eaves gutter of make KRIS or equivalent of required thickness and strength for colleting rain water with suitable accessories as specified and as directed by the engineer incharge.:UPVC jointer |
| 5 | Providing and fixing UPVC Eaves gutter of make KRIS or equivalent of required thickness and strength for colleting rain water with suitable accessories as specified and as directed by the engineer incharge. : G.I. clamp |
| 6 | Providing and fixing UPVC Eaves gutter of make KRIS or equivalent of required thickness and strength for colleting rain water with suitable accessories as specified and as directed by the engineer incharge.: Downtake pipe 90 mm dia of make Kaveri or equivelent 2 mm thick to with stand 4 kg pressure |
| 7 | Providing and fixing UPVC Eaves gutter of make KRIS or equivalent of required thickness and strength for colleting rain water with suitable accessories as specified and as directed by the engineer incharge. : End Cap |
| 8 | 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.: 1000 lit. capacity |
| 9 | Supply & fixing online roof water filter made out of HDPE filters etc. as required. |
| 10 | Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand ;4 graded stone aggregate 20mm nominal size foundation concrete 1:2:4 mix (1 cement ;2 coarse sand :4 graded stone agrregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cemetn and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design. :Inside size 60 x 60cm and 60cm deep including C.I. cover with frame (light duty) 455x610mm internal diameter total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg). |
| 11 | Supplying & Fixing 1 HP pump of approved make including necessary fittings as per directions of Engineer incharge etc. complete. |
| 12 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, gravel moorum of all varities shingles, pebbles, all types of conglomerates, laterite rock, soft rock ordinary or disintegrated rock, weathered, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted inclusive of chiseling, wedging etc but blasting prohibited in all conditions such as dry, moist, saturated submerged, foul conditions etc including pumping or bailing out water/dewatering including setting out construction of shoring, stuttering and bracing removal of stumps and other deleterious matter, dressing of sides and bottom providing barricading, danger lighting, gaurding etc. & back filling the excavated earth to the extent required and disposing of the surplus excavated soil/rock at specified areas with all leads and lifts etc. as per specifications & drawing as directed by the Engineer in charge etc complete. |
| 13 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 days
Sep 21, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysTender Documents
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