Tender For Provision Of Deficient Mt Vehicle Parking Shed In Mt Pool At installation Valsura, Jamnagar
Tender Value
43.68 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
21 days left
EMD
87360
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jamnagar → Gujarat
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Deficient Mt Vehicle Parking Shed In Mt Pool At installation Valsura, Jamnagar
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep & getting out in any type of soil (i.e. soft/ loose or hard/ dense soil) complete all as specified and as directed. |
| 2 | 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 ordinary rock and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in ordinary rock and disposal of excavated earth lead upto 50 m and lift upto 3.0m, as directed by Engineer-in-Charge. |
| 4 | Returning, filling in trenches, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soft/ disintegrated rock complete all as specified and directed. |
| 5 | Removing excavated soft/ disintegrated rock to a distance not exceeding 50 mts and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as directed. |
| 6 | Removing excavated surplus Rocks/ material to a distance exceeding 1.5 km but not exc 5 km and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as directed. |
| 7 | Earth filling under floors, spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed. |
| 8 | M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 9 | M&L for anti-termite treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and as directed. |
| 10 | M&L for anti-termite treatment to the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified & as directed. |
| 11 | M&L for anti-termite treatment to the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified & as directed. |
| 12 | M&L for PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. |
| 13 | M&L for cement concrete 1:2:4 type B1, using 20 mm graded crushed stone aggregate as in surface channels and drains complete all as specified and as directed. |
| 14 | M&L for cement concrete 1:2:4 type B1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, roof kerbs, mud stops, coved fillets and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished fair complete all as specified & as directed. |
| 15 | M&L for factory made pre cast cement concrete 1:3:6 type C1 (using 20 mm graded crushed stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:4 complete all as specified & as directed. |
| 16 | M&L for precast RCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including placing in position and set in CM (1:6) complete all as specified & as directed.Note :- Reinforcement shall be measured and paid for separately under respective item of this Schedule. |
| 17 | M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded crushed stone aggregate as in foundations including rafts, footings, foundation beams, bases for columns, mass concrete and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately. |
| 18 | M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded crushed 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 & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately. |
| 19 | M&L for reinforced cement concrete M-30 grade (Design mix) using 20mm graded crushed stone aggregate in chajjas and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately. |
| 20 | M&L for reinforced cement concrete M-30 grade (Design mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately. |
| 21 | M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts, struts and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately. |
| 22 | Extra for forming fair finished drain or channel upto 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred, stopped, ends etc complete all as specified & as directed. |
| 23 | Supply only Liquid Water Proofing Compound (ISI Marked). |
| 24 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished flat surfaces of concrete complete all as specified & as directed. |
| 25 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) for rough finished flat surfaces of concrete complete all as specified & as directed. |
| 26 | Formwork to chullah hoods, chajjas, troughs and similar items including edges for rough finished flat surfaces of concrete complete all as specified & as directed. |
| 27 | Formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified & as directed. |
| 28 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, square, rectangular or polygonal for rough finished flat surfaces of concrete complete all as specified & as directed. |
| 29 | Formwork to edges of concrete flats, roofs, floors etc and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide for rough finished surfaces of concrete complete all as specified & as directed. |
| 30 | S&F mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, framed signed boards, walk ways, railings, framework of water tanks and similar work including welding conforming to Fe.290 (Gde E-165), complete all as specified & as directed. |
| 31 | M&L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified & as directed. |
| 32 | All as per serial item No. 31 here-in-before but 6 to 10 mm dia in stirrups, spacers and binders. |
| 33 | S&F aluminium powder coated (minimum thickness of powder coating 50 micron) frames for doors, windows and ventilators with one or more rebates including joining cleat for fixing, powder coated aluminium snap on beading, neoprene gasket etc. complete all as specified and as directed. |
| 34 | S&F aluminium powder coated (minimum thickness of powder coating 50 micron) window and ventilator shutter, side hung type without sash bar, aluminium section weighting 0.90 kg/m including necessary jointing cleats, louvers, glazing clips, rubber packing, powder coated aluminium snap beading, screws, powder coated aluminium fittings such as peg stays 150mm long (1 No.), hinges type B-21 100mm long (2 Nos.), suitable handle (2 Nos.) etc. complete all as specified and as directed.Note: Glass/Wire mesh shall be measured and paid for seperately. |
| 35 | Material and labour for water proofing treatment over roof slab, parapets, chimney stacks by brushing neat cement slurry @ 3 Kg of cement per Sqm over the cleaned surface and provide 15mm thick screed bed/bedding layer/plaster in CM 1:3 mixed with Liquid Water Proofing Compound (WPC) as per manufacturer's instructions and finishing the surface even & smooth without using extra cement while the cement slurry is still green on RCC roof/parapet, provide oil bound bituminous primer @ 0.30 Kg/Sqm after bedding layer/plaster is cured with water for 7 days & completely dried, provide minimum 4mm thick APP based modified polymeric water proofing membrane weighing not less than 4.00 Kg/Sqm reinforced with non woven polyester matt fabric weighing not less than 160 gms/Sqm with over laps 100 mm longitudinal direction (side laps) and 150 mm on the transverse direction (end laps) by thermo-fused torch flame application method as per detailed procedure as directed and finally finishing the top surface with one finishing coat of bituminous aluminium paint complete all as specified and as directed.Notes: (i) WPC shall be measured & paid for separately as ‘Supply only’. (ii) The work shall be carried out only through manufacturer or their authorised applicator and contractor shall submit a written guarantee of the manufacturer/authorised applicator for the effectiveness of WPT for 10 years from the date of completion of contract. (iii) Care shall be taken to avoid wrinkle and air gaps while sticking membrane to the bitumen applied surface. (iv) The net area of water proofing treatment shall be measured without any extra allowance for laps. Please Enable Macros to View BoQ information |
| 36 | Material and labour for water proofing treatment over roof slab, parapets, chimney stacks by brushing neat cement slurry @ 3 Kg of cement per Sqm over the cleaned surface and provide 15mm thick screed bed/bedding layer/plaster in CM 1:3 mixed with Liquid Water Proofing Compound (WPC) as per manufacturer's instructions and finishing the surface even & smooth without using extra cement while the cement slurry is still green on RCC roof/parapet, provide oil bound bituminous primer @ 0.30 Kg/Sqm after bedding layer/plaster is cured with water for 7 days & completely dried, provide minimum 4mm thick APP based modified polymeric water proofing membrane weighing not less than 4.00 Kg/Sqm reinforced with non woven polyester matt fabric weighing not less than 160 gms/Sqm with over laps 100 mm longitudinal direction (side laps) and 150 mm on the transverse direction (end laps) by thermo-fused torch flame application method as per detailed procedure as directed and finally finishing the top surface with one finishing coat of bituminous aluminium paint complete all as specified and as directed.Notes: (i) WPC shall be measured & paid for separately as ‘Supply only’. (ii) The work shall be carried out only through manufacturer or their authorised applicator and contractor shall submit a written guarantee of the manufacturer/authorised applicator for the effectiveness of WPT for 10 years from the date of completion of contract. (iii) Care shall be taken to avoid wrinkle and air gaps while sticking membrane to the bitumen applied surface. (iv) The net area of water proofing treatment shall be measured without any extra allowance for laps. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 17, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysOct 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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