Tender For Provn Of Septic Tank With Soak Pit At Holiday Home At Bambolim C Under Ge Panaji
Tender Value
8.60 Lakhs
Estimated cost
Bid Submission
03 Oct 2026
0 days left
EMD
17500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Septic Tank With Soak Pit At Holiday Home At Bambolim C Under Ge Panaji
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge |
| 2 | As per Item No 1 but exc 1.50 m but n exc 3.0 m ditto complete all as specified and directed. |
| 3 | As per item No 1 but exc 3.00 m but n exc 4.50 m ditto complete all as specified and directed. |
| 4 | M&L for hardcore of guage n. exc 63mm, deposited, spread & leveled in layers n exc. 15 cm thick, watered & rammed to a true surface complete all as specified & directed. |
| 5 | M&L for plain cement concrete 1:2:4, type B2 using 40 mm graded crushed stone aggregate in foundations, filling and mass-concrete complete all as specified and directed. |
| 6 | M&L brickwork with flyash bricks exc 10cm in width and setting in CM 1:4 complete all as specified and directed |
| 7 | M&L Brickwork with fly ash old size bricks in one brick thick honey-comb walling, built in CM 1:4 complete all as specified and directed |
| 8 | M&L for PCC (1:2:4) Type B-1 using 20 graded crushed stone aggregate as in coping on brick/concrete wall complete all apecified and directed. |
| 9 | M&L Reinforced cement concrete M-30 (design mix), using 20 mm graded crushed stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 10 | M&L 50mm thick PCC 1:2:4 type B-1 (using 20 mm graded crushed stone agg) as in base floor finished smooth without using extra cement complete all as specified & directed. |
| 11 | M & L 12mm thick rendering on internal brick or concrete wall surfaces in cement plaster 1:3 incl finished even and smooth w/o using extra cement all as specified. complete all as specified and directed. (Note:- Water proofing compound shall be measured and paid saperately.) |
| 12 | M & L rendering 15mm thick on brick wall or concrete surface consisting two layers of 5mm thick in cement mortar 1:4 over 10mm thick in CM (1:6) finished even and smooth with using water proofing compound complete all as specified and directed. (Note:- Water proofing compound shall be measured and paid saperately.) |
| 13 | Supply only water proofing compound |
| 14 | M&L Reinforced cement concrete M-30 (design mix), using 20 mm graded stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 15 | M&L precast RCC 1:2:4 type B1 using 20mm graded stone aggregate as in landings, cover slab,chajjas etc.and similar articles with plain faces set in CM 1:6 complete all as specified and directed. |
| 16 | M&L for TMT bars 6 to 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mm dia all as specified. |
| 17 | S&F round steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mm dia Fe-410-W 432 (Part I) (Gde.E-250) Part- I quality-A or Fe 290 (Gde - E-165) all as specified. |
| 18 | Formwork to faces of walls,retaining walls,abutments and similar works fair finished fair surfaces of concrete complete all as specified & directed. |
| 19 | Formwork for soffits of suspended slab such as roof slab,floor slab,landings and similar works not exceeding 200 mm thick, finished rough surfaces of concrete complete all as specified & directed. |
| 20 | M & L form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10 cm but n exc 20 cm wide complete all as specified & directed. |
| 21 | S&F 163mm bore (180 O/D) DWCPE SN8 socket and spigot type installation complete all as specified and as directed. |
| 22 | PVC(SWR) 75mm pipes single socketed ,in length with rubber ring joints laid in trenches or in floors complete all as specified and as directed. |
| 23 | S&F PVC(SWR)vent cowl 75mm complete all as specified and a directed. |
| 24 | Removing excavated material (soil) n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point etc complete all as specified and as directed. |
| 25 | M&L for TMT bars 10mm dia and above ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mm dia all as specified. |
| 26 | M & L Loose filling with broken stone aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified and as directed. |
| 27 | Returning filling in including spreeding, leveling, watering and well ramming in layers n. exc 25 cm thick in soft /loose soil complete all as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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