Tender For Provn Of Insigma Pillars, Misc Br Works And special Repair Of Hardstanding At Mt Area Of Pms Under Ge Panagarh
Tender Value
49.90 Lakhs
Estimated cost
Bid Submission
03 Nov 2026
13 days left
EMD
99900
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Purba Bardhaman → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Insigma Pillars, Misc Br Works And special Repair Of Hardstanding At Mt Area Of Pms Under Ge Panagarh
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of Stone slabs and tiles of any description or thickness in floors laid in dry and ponted etc. complete all as spd and directed. |
| 2 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for drain work and removal of rubbish off the site complete all as specified and directed. |
| 3 | M & L for excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. |
| 4 | Removing excavated soil to a distance not exc.50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed. |
| 5 | Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne and n.exc 12 tonne complete all as specified and as directed. |
| 6 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. |
| 7 | M & L and compacting 150 mm thick (compacted thickness) granular sub base course (GSB) grading as per grade I as specified Table 400-1 of MoRTH specification for road and bridge work 2013 in two equal layer over compacted subgrade with natural sand crushed gravel, crushed stone, crushed slag or combination as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of maximum dry density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per table 900-1 of MoRTH specification for road and bridge works 2013 complete all as specified and as directed by engineer in charge. |
| 8 | M&L for providing and laying factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves, including making drainage opening wherever required complete all as specified and as directed. |
| 9 | M & L for PCC type C2 1:3:6 using 40 mm graded aggregates as in foundations, fillings and mass concrete complete all as specified and as directed. |
| 10 | M & L for Sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed. |
| 11 | M & L for Machine pressed precast concrete coloured interlocking paver block, pre-polished any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigments complete all as specified and as directed. |
| 12 | M & L for applying 02 coats of synthetic enamel paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces incl preparation of newly plastered surfaces of concrete complete all as specified and as directed. |
| 13 | M & L for PCC type D2 1:4:8 using 40 mm graded aggregates as in foundations ,fillings and mass concrete complete all as specified and as directed. |
| 14 | M & L for Brickwork with flyash bricks old size, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified. |
| 15 | M & L for Mild steel TMT 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. |
| 16 | M & L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surfaces of wall, surface finished fair and even complete all as specified and as directed. |
| 17 | M&L for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc.as specified & directed by Engr-in-Charge |
| 18 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work for rough finished surface, not exceeding 200m thick (Horizontal or sloping) complete all as specified and as directed. |
| 19 | M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) 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. |
| 20 | Supplying, erecting, and fixing in position a heavy-duty, weather-resistant, designer Roman Pillar, overall height 30 feet (9.14 metres), having a minimum shaft/base diameter of 4ft (1.22m). The pillar body shall be manufactured from high-grade, high-tensile Fibre Reinforced Plastic (FRP) using premium Isophthalic resin and E-glass reinforcement, complete with a perfectly smooth, non-porous outer surface. The outer gel-coat must incorporate a high-performance anti-UV coating to resist weathering, discoloration, and chalking under extreme solar exposure.The crown/top section of the pillar shall be factory-molded and structurally reinforced, including pre-drilled heavy-duty MS/FRP mounting arms or top brackets designed to receive external fixtures or payloads as directed.The pillar shaft shall integrate two high-relief, precision-molded 3D emblems representing the Indian Army and the respective Corps HQ. The emblems shall be translucent for high-impact visual output, completely weatherproofed, and illuminated via an internal, energy-efficient, backlit system utilizing IP67-rated waterproof LED modules (warm white/cool white as approved). All internal wiring from the base to the illumination points shall be routed through pre-molded, embedded fire-retardant FR-LSH copper conduits of adequate capacity.The structural base assembly shall consist of a heavy-gauge Mild Steel (MS) base plate, hot-dip galvanized with a minimum zinc coating of 610 g/m² as per IS: 2629 / IS: 4759, and entirely encapsulated within a water-tight, corrosion-resistant FRP protective coating. Please Enable Macros to View BoQ information |
| 21 | Supplying, erecting, and fixing in position a heavy-duty, weather-resistant, designer Roman Pillar, overall height 30 feet (9.14 metres), having a minimum shaft/base diameter of 4ft (1.22m). The pillar body shall be manufactured from high-grade, high-tensile Fibre Reinforced Plastic (FRP) using premium Isophthalic resin and E-glass reinforcement, complete with a perfectly smooth, non-porous outer surface. The outer gel-coat must incorporate a high-performance anti-UV coating to resist weathering, discoloration, and chalking under extreme solar exposure.The crown/top section of the pillar shall be factory-molded and structurally reinforced, including pre-drilled heavy-duty MS/FRP mounting arms or top brackets designed to receive external fixtures or payloads as directed.The pillar shaft shall integrate two high-relief, precision-molded 3D emblems representing the Indian Army and the respective Corps HQ. The emblems shall be translucent for high-impact visual output, completely weatherproofed, and illuminated via an internal, energy-efficient, backlit system utilizing IP67-rated waterproof LED modules (warm white/cool white as approved). All internal wiring from the base to the illumination points shall be routed through pre-molded, embedded fire-retardant FR-LSH copper conduits of adequate capacity.The structural base assembly shall consist of a heavy-gauge Mild Steel (MS) base plate, hot-dip galvanized with a minimum zinc coating of 610 g/m² as per IS: 2629 / IS: 4759, and entirely encapsulated within a water-tight, corrosion-resistant FRP protective coating. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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