Tender For Construction Of Open Type Bandhara And Protection To The Nallah At Davondem In Fatorda Constituency.
Tender Value
5.93 Crore
Estimated cost
Bid Submission
14 Jul 2026
3 days left
EMD
11.86 Lakhs
Bank guarantee accepted
Document Fee
20000
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 Construction Of Open Type Bandhara And Protection To The Nallah At Davondem In Fatorda Constituency.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for de-silting of rivers, nallahs, ponds etc, by mechanical means in all types of strata comprising any of the materials such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including setting out construction of shoring, strutting, removal of stumps and other deleterious matter, dressing of sides of bottom, providng barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and lift etc and as directed by the Engineer-in-charge etc. complete. |
| 2 | Earthwork in excavation by mechanical/manualmeans in all type of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated or weathered rock, fissured/shattered, decomposed rock and all such other material 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 chiseling, wedging etc. but blasting prohibited in all condition such as dry, moist, saturated, submerged, foul conditions etc including pumping or bailing out water/dewatering including setting out construction of shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom providing barricading, danger lighting, guarding and backfilling the excavated eath to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and lifts etc as per specification and drawing and as directed by the Engineer-in-charge etc. complete. |
| 3 | Providing & laying stone rip rap for talus with basltic/granitic stone, 60% of which shall comprise stone not less than 0.0425cu.m (1½ cft) in size each and remaining 40% comprising well graded rubble not below the size of 0.0412 cu.m (1/2) cft.incl. the cost of conveyance of all materials, spreading, handpacking wedging etc. for all leads and lifts etc. complete as directed by the Engineer-in-charge. |
| 4 | Rubble packing with hard laterite stone under floors including watering, ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 5 | Centering and shuttering including struttings, propping etc. and removal of formwork for :Foundations, footings, bases for columns and mass concrete. |
| 6 | 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:All works upto plinth level. |
| 7 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size).All works upto plinth level. |
| 8 | In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level. |
| 9 | Centering & shuttering including Strutting, Propping & removal of forms for :Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan). |
| 10 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 11 | Providing and fixing PVC water seal in constructing joints as per design and drawing, shall with stand the pressure to the tune of 5kgkm2 of approved quality and confirming torelevant IS code and shall be of one piece shall be avoided the normal width shall not be less than 305m & thickness shall be between 9 to 12mm & the thickness shall with stand min. hydrostatic pressure of 30m of water, incl. the cost of all materials labours, tools and plants required in the operation of above work and including the incidentials involved as per specification drawing the directives of Engineer-in-charge. |
| 12 | Providing add fixing in position MILD STEEL KOLHAPUR TYPE WIER NEEDLES (2.0m x 0.5m) clear span with nuts and bolts and water tight rubber seas - T- Shape in horizontal and rectangular in vertical position confirming to IS 4828-1975 fabricated as per approved drawing specificaton along with two 100 x 100 x 8mm MILD STEEL equal angles and with hold fast in pier grooves including the ost of cutting, welding, fixing in position true to line level and plumb applying priming coat of red lead paint etc. complete as directed by the Engineer-in-charge. |
| 13 | 12mm cement plaster 1:3 (1 cement : 3 fine sand). |
| 14 | Laterite boulder masonary in cement concrete 1:3:6(1 cement : 3 coarse sand : graded stone aggregate of 20mm nominal size) in foundation. . |
| 15 | Providing and fixing weep holes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge.110 mm dia. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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