Tender For Provn Of Gurad Room Near Mes Ib, Special Repair To Mild Steel Fencing Near Kv School And Provn Of Brick Drain With Reinforced Cement Concrete Cover Slab In Isc Near Karam Singh Enclave At Pms Under Ge Panagarh.
Tender Value
49.18 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
1 days left
EMD
98400
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 Gurad Room Near Mes Ib, Special Repair To Mild Steel Fencing Near Kv School And Provn Of Brick Drain With Reinforced Cement Concrete Cover Slab In Isc Near Karam Singh Enclave At Pms Under Ge Panagarh.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling post (Wood/Steel or RCC) any section including taking out embedded portion in concrete, brick work , masonry etc, and making good disturbed portion complete all as specified and directed. |
| 2 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 3 | Demolition for brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, facings, dressed stonework and precast concrete articles and removal or rubbish off the site complete all as specified and directed. |
| 4 | Surface dressing n.exc (Not exceeding) 15 cm deep and getting out soft/loose soil complete all as spd and directed. |
| 5 | Excavation over areas n. exc1.5m deep and getting out in hard/dense soil complete all as specified and directed. |
| 6 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil complete all as specified and directed.Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 7 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, getting out in soft/loose soil complete all as specified and directed. |
| 8 | M & L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed. |
| 9 | M&L for broken stone or boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed |
| 10 | 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. |
| 11 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregates) as in bed concrete for foundation filling & mass concrete complete all as specified and directed. |
| 12 | M&L Cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. |
| 13 | M&L for PCC 1:3:6 type C1 using 20mm stone aggregate as in coping finished even an fair complete all as spd and directed. |
| 14 | M&L for cement concrete type B-0, 1:2:4 (using 12.5mm graded stone aggregate) in surface channels and drains for benching complete all as spd and directed. |
| 15 | M&L for Providing precast cement concrete type B-0, 1:2:4 (12.5mm grades aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc including frames (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar 1:4 complete with joints to match complete all as spd and directed. |
| 16 | M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc. and mass concrete etc complete all as directed. |
| 17 | M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) as in columns, pillars, piers, etc complete all as specified and directed |
| 18 | M & L for reinforced cement concrete (Design Mix) M-25 (20mm 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 |
| 19 | M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed |
| 20 | M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) as in Chajjas complete all as spd and directed. |
| 21 | M & L for 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 22 | S&F TMT reinforcement bar, conforming to Fe-500, 5mm dia and upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as binding with and including mild steel wire (Annealed) not less than 0.9mm dia or securing with clips all as specified. |
| 23 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form 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 complete all as specified and directed. |
| 24 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides of pillars, posts, struts, piers, columns, and stanchions for fair finished surfaces of concrete complete all as specified and directed. |
| 25 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for fair finished surfaces of concrete complete all as specified and directed |
| 26 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form 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 directed. |
| 27 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to chullah hoods, chajjas, troughs and similar items including edges for rough finished flat surface complete all as specified and directed. |
| 28 | M&L for old size brickwork with fly ash bricks straight or curved on plan to any radius built in CM 1:6 complete all as specified and directed. |
| 29 | All as per BOQ item No 28.00 here-in-before but except bricks complete all as specified and directed. |
| 30 | M&L for old size brick work with fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 all as specified as directed. |
| 31 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose complete all as specified and directed |
| 32 | Removing surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. |
| 33 | M&L cement concrete type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) 25 mm thick as in levelling of floor for receiving screed bed for floor finishes complete all as specified and directed. |
| 34 | M&L Non Skid coloured ceramic tiles 7 to8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cemeent to match and including over screed bed or bedding layer of mortar 15 mm thick laying floor finished in CM 1:6 complete all as specified and directed. |
| 35 | M&L Non Skid coloured ceramic tiles 7 to8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm on vertical surface such as skirtings etc. set and jointed in cement slurry over 10 mm thick rendering in CM 1:4 complete all as specified and directed.complete all as spd and as directed. |
| 36 | M&L for Rendering 15 mm thick cement plaster in CM 1:4 on fair faces of brick/concrete surfaces finished fair and even, mixed wth water proofing compound admixture (if directed) as per manufacturer's instruction, complete all as specified and directed.Note :- WPC will measuered and paid separatly under relevant item of schedule. |
| 37 | Supply only liquid Water proofing compound complete all as specified and directed. |
| 38 | M&L for rendering 10 mm thick in cement mortar (1:6) on face of the brick work finished even & smooth w/o using extra cement complete all as specified. |
| 39 | M&L for rendering 5mm thick on fair faces of ceiling / chajja concrete surfaces in cement mortar 1:3 finished fair and even complete all as specified and directed. |
| 40 | M&L for rendering 5mm thick on fair faces on roof surfaces of concrete surfaces in cement mortar 1:3 finished even and fair including using water proofing compound admixture as per manufacturer's instructions, complete all as specified and directed.Note :- WPC will measuered and paid separatly under relevant item of schedule. |
| 41 | M&L for providing water proofing treatment with a layer of APP based polymeric membrane 3mm thick minimum weighing 3.60kg/sqm reinforced with polyster non wove fabric (wt. not less than 160 gms/sqm) shall be applied over one coat of cold bituminous primer @ 0.40 ltr/sqm (membrane shall be laid using butane torch sealing all joints etc, complete all as spd and directed. (Note :- The over lap shall be of minimum 75mm in longitudinal direction and 100mm on transverse direction ) |
| 42 | M&L for one coat of aluminium paint over APP membrane complete all as specified and directed. |
| 43 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, 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 complete all as specified. |
| 44 | M & L for providing water proofing treatment with a layer of APP based polymeric membrane, 3 mm thick (minimum), weighing not less than 3.60 kg/Sqm reinforced with polymer non woven fabric (weighing not less than 160 gm/ Sqm) shall be applied over one coat of cold bituminious primer @ 0.40 ltr/ Sqm ( membrane shall be laid using butane torch and sealing all joints etc, complete all as specified and directed .( Note: The overlaps shall be of minimum 75 mm on longitudinal direction and 100 mm on transverse direction) complete all as specified and directed. |
| 45 | M&L for prepration of newly plastered surfaces of wall and applying two coat of oil bound distemper over one coat of alkali resistanse primer complete all as specified and directed. |
| 46 | M&L for preparation new plastered surfaces and applying three coat of white washing on ceiling complete all as specified and directed. |
| 47 | S&F for factory made single extruded WPC (Wood Polymer Composite) solid door/window/ceosetory windows and other frames/chowkhat of size 50x125 mm comprising of virgin PVC polymer of K value 58-60 (suspension grade ), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS scews having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200N (face) and 1100N (Edge), minimum compressive strength of 58 N/mm2 and resistance to spread of flame of class A category with property of being termite /borer proof, water/moisture proof and fire retardant and fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in -Charge. (M.S. hold fast/lugs or SS dash fasteners shall be paid for separately) Note :- For WPC solid door/window frames, minus 5mm tolerance in dimension i.e depth and width of profile shall be acceptable. Variation in profile demension on plus side shall be acceptable but no extra payment on this account shall be made. |
| 48 | S&F for factory made single extruded WPC (wood polymer composite) solid plain flush door shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum frame density of 650 kg/cum, screw withdrawal strength of 1800N (face) and 900N (Edge), minimum compressive strength of 50 N/mm2, modulus of elasticity 850N/mm2 and resistance to spread of flame of class A category with property of being termite /borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hings of required size with necessary full body threaded star headed counter sunk S.S screws , all as per direction of Engineer-in -Charge. Note :- Stainless steel butt hinges and necessary SS Screws shall be paid separately) |
| 49 | S&F for 35mm thick factory made single extruded WPC (wood polymer composite) solid wire gauzed i.e. panel will be of wire gauze in lieu of panel. The comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum frame density of 650 kg/cum, screw withdrawal strength of 1800N (face) and 900N (Edge), minimum compressive strength of 50 N/mm2, modulus of elasticity 850N/mm2 and resistance to spread of flame of class A category with property of being termite /borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hings of required size with necessary full body threaded star headed counter sunk S.S screws , all as per direction of Engineer-in -Charge. Note :- Stainless steel butt hinges and necessary SS Screws shall be paid separately) |
| 50 | S&F for mild steel 300mm long ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and as directed. |
| 51 | S&F stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned stacks or galvanised wire staples, complete all as specified and as directed. |
| 52 | S & F stainless steel Butt hinges100mm long medium weight, cold rolled complete as specified. |
| 53 | S&F aluminium anodised 150 mm barrel tower bolts of extruded section complete all as specified and directed. |
| 54 | S&F 150 mm long aluminium alloy handles,fabricated type, anodised complete all as specified and directed. |
| 55 | S&F 300 mm long aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy and fixed complete all as specified and dirceted. |
| 56 | S&F for 150mm long floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed. |
| 57 | S&F for Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasketetc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including Aluminium snap beading for glazing/ paneling, all complete as per architectural drawings and the directions of Engineer-in-Charge. |
| 58 | S&F for Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-Charge. |
| 59 | M&L sheet glass 4.8 mm thick ordinary quality and glazing with oil putty and pin in square n. exc 0.50 sqm in each pan complete as directed. |
| 60 | S&F framed work such as square grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290 Gde-E-165 complete all as spd and directed |
| 61 | M&L for preparing of new steel & iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enameled paint over a coat of Red oxide zinc chrome primer zinc chrome complete all as specified and as directed. |
| 62 | M&L for preparation of surfaces of steel and iron of any description over 10cm in width or girth not other wise described and applying two or more coats of synthetic enamel paint over one coat of red oxide by using gun spray till achieve well fair finish complete all as specified and as directed. |
| 63 | M&L for forming 100 cm inner girth fair finished drains or channels i.e. exc 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and directed. |
| 64 | S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors or in weep holes etc complete all as specified and as directed by Engineer-in-Charge. |
| 65 | S&F for 300mm bore reinforced concrete pipes, class NP3 , laid and jointed complete all as spd and directed. |
| 66 | Material and labour for cement concrete bed to drain pipe for 300mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specifiedand and as directed. |
| 67 | S&F Precast factory made SFRC (Steel Fibre Reinforced concrete) M-25 drain cover Minimum size 1.00 sqm each along with its SFRC frame, shape square or rectangular (Minimum weight 65 kg/Sqm) with min. 50mm thickness of slab cover each set at the top of the drain with 2 hooks to hold, with suitable reinforcement embedded complete all as specified and as directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
| 68 | S&F Precast factory made SFRC (Steel Fibre Reinforced concrete) M-25 drain cover Minimum size 1.00 sqm each along with its SFRC frame, shape square or rectangular (Minimum weight 65 kg/Sqm) with min. 50mm thickness of slab cover each set at the top of the drain with 2 hooks to hold, with suitable reinforcement embedded complete all as specified and as directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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