Tender For Construction Of Open Type Bandhara For Harvalem Nallah Near Moksha Dham Left Side Of Rudreshware Temple At Harvalem Sankhali In Bicholim Taluka Of Sankhalim Constituency.
Tender Value
23.77 Lakhs
Estimated cost
Bid Submission
04 Aug 2026
10 days left
EMD
47558
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 Construction Of Open Type Bandhara For Harvalem Nallah Near Moksha Dham Left Side Of Rudreshware Temple At Harvalem Sankhali In Bicholim Taluka Of Sankhalim Constituency.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation by mechanical / manual means in all type of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties shingles, pebbles, all type of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, or weathered rock 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 chiselling, 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 stumps and other deleterious matter, dressing of sides and bottom providing barricading, danger lighting, gaurding etc and back filling the excavated earth to the extent required and disposal of surplus excavated soil / rock at specified areas with all leads and all lifts etc complete as per specification and drawing and as directed by the engineer - in -charge etc complete. |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 3 | Centering & Shuttering including strutting, propping etc & removal of formwork for : Foundations, Footings, bases for columns and mass concrete. |
| 4 | Centering & Shuttering including strutting, propping etc & removal of formwork for : vertical surfaces such as retaining walls, return walls, walls ( any thk) including attached pilasters, buttresses, plinth and string courses, fillets etc. |
| 5 | Centering & Shuttering including strutting, propping & removal of forms for : Coulumns, piers, pillars, aburments, posts and struts (Square, rectangle polygon in plan) |
| 6 | Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates columns, pillars, posts and struts (circular or curved in plan) |
| 7 | Providing & Laying cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded granitic or basaltic stone aggrt. 20mm nominal size) excluding cost of centering, shuttering and finishing in:All works upto plinth level |
| 8 | Providing & Laying cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded granitic or basaltic stone aggrt. 20mm nominal size) excluding cost of centering, shuttering and finishing in:in retaining walls, return walls (any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level. |
| 9 | Providing and Laying in position (1:11/2:3) Reinforced Cement Concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement : 1 1/2 Coarse Sand : 3 graded stone agg 20 mm nominal size) All works upto plinth level |
| 10 | Providing and Laying in position (1:11/2:3) Reinforced Cement Concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement : 1 1/2 Coarse Sand : 3 graded stone agg 20 mm nominal size) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level. |
| 11 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work 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. |
| 12 | Providing and fixing PVC WATER SEAL in construction joints as per design and drawing shall withstand the pressure to the tune of 5.0 kg/sqm of approved quality and confirming to relevant IS code and shall be of one piece and jointing of small pieces shall be avoided the normal width shall not be less than 305 mm and thickness shall be between 9.00 to 12.00 mm and shall withstand minimum hydro static pressure of 30 m of water including the cost of all materials, labours tools and plants required in the operation of above work and including the incidentals involved as per specifications, drawings and directives or engineering in charge. |
| 13 | Providing and fixing weepholes 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 incharge.110 mm dia |
| 14 | Supply and fixing of Fibre Glass Reinforced (FRP) Needles along with FRP Coated M S Frame. Needles shall be made out of standard quality FRP composite materials. Smooth surface shall be provided from both the sides of the needles, toung and box type groove shall be provides to the needless for interlocking in to each other. Box Type groove protect the edge of the needle. Rubber seal of size 15mm x 4mm thk. shall be fixed in to the groove for water tight performance. handles shall be provide at two location for lifting and lowering of the needle in to the frame. FRP Needles shall be tailor made section as per size required at site for closing the bandhara the rates are as follows.b) For thickness of needle and 65mm + 3mm (Hollow type) for the water depth 0 mtrs to 2.00 mts in clear span.the charges are inclusive of fixing of the FRP Needles at site including material and labour necessary. |
| 15 | 12mm cement plaster 1:4 (1 Cement : 4 Fine Sand) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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