Central Institute Of Mining And Fuel Research Tender
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Costs
EMD
₹ 82,510Document Cost
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Description
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Contact
Tender Id
2024_CSIR_196679_1Tender No
QP/GE/1/Civil/AMC/OFC/EWTender Authority
Central Institute Of Mining And Fuel Research ViewPurchaser Address
-Website
http://https://www.csir.res.in/
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Documents
BOQ Items
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposalof rubbish to the dumping ground within 50 metres lead.
800
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Demolishing lime concrete manually/by mechanical means and disposal of material within 50 metres lead as per direcation of Engineer -in-Charge.
40
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Dismantling steel work in built up sectrions in angles , tees, flats and channels including all gusset plates bolts,muts,cuttung rivets welding etc. inluding dismembering and stacking within 50 lead.
2000
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-
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.
10
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-
Demolishing R.C.C work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge up to distance of 1KM to 1.5 KM .
5
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-
Removing old APP and cleaning the surface disposal of rubbish up to 50 mtr
250
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Dismantling AC Sheet including shifting of the debrish up to distence of 50mtrs lead :Asbestors sheet.
300
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-
Flat brick soling with bricks of class designation 75 with filling the join ts with sand after leveling the ground.
300
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-
Brick work with Bricks class designation 75 in foundation and plinth in cement mortar 1: 6 ( 1 Cement : 6 Coarse sand ).
40
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-
Brick work with common burnt clay bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (1:6) ( 1 Cement : 6 Coarse sand ).
30
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-
15 mm cement plaster on the rough side of single or half brick wall of mix:1:6 (1 cement : 6 fine sand).
1000
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-
12 mm cement plaster finished with a floating coat of neat cement of mix: 1:4 (1 cement : 4 fine sand).
600
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-
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, includingcutting the patch in proper shape, raking out joints and preparing and plastering the surface of the wallscomplete, including disposal of rubbish to the dumping ground within 50 metres lead:With cement mortar 1:4 (1 cement : 4 fine sand).
100
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-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with afloating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc.complete. 40 mm thick with 20 mm nominal size stone aggregate.
250
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-
Half brick masonry with common burnt clay bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)
180
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-
Half Brick work with bricks of class designation 75 in foundation and plinth in cement mortar 1: 4 ( 1 Cement : 4 coarse sand).
50
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centeringand shuttering - All work up to plinth level1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal .
25
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 40 mm nominal .
5
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-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size).
5
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-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
10
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-
Providing and laying 60mm thick faciory made cement concrete interlocking paverblock of M 30 grade made by block making machine with strong vibratory compaction,of approved s;ze, design & shape, laid in required colour and pattern over and including50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
200
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-
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation asapproved by Engineer-in-charge) 0.45 mm (+, - 0.05 %), total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of thesheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
150
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-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
800
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-
Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.
100
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-
Providing JCB (Hydrolic Excavator) to clean the premises and to remove garbage, debrish, bushes, small trees (unwanted) and maintain the level of ground.
60
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-
Hiring of tractor for carrying of materials and shifting of materials up to distance of 1 Km etc complete
100
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-
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neatcement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc.complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement.
40
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-
Providing and fixing of heavy duty parking tiles 16 mm thick with water absorption less than 0.08% and conforming to IS: 15622,of approved make, in all colours and shades, laid on 20mm thick cement mortar (1:4) (1 Cement : 4 coars sand) including grouting the joints with white cement and mataching pigments etc. complete. Size of tiles 600x600mm
30
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-
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thickwater proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coatof bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture ofdensity at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membraneshall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vitalphysical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal andtransverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C whentested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through theauthorised applicator of the manufacturer of membrane :3 mm thick.
50
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-
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, column, landings, balconies and access platform
60
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-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. TMT.Bar. Thermo-Mechanically Treated bars of grade Fe-500D or more.
800
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-
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
5
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-
White washing with lime to give an even shade : New work (three or more coats)
300
-
-
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
500
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-
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare thesurface even and smooth complete.
200
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-
Distempring with 1st quality acrylic distemper (Ready mix) having VOC contents less than 50grams/litre of approved brand and manufacture to give even shade. Old work(one or more coat)
500
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-
Finishing walls with textured exterior paint of required shade: Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/ 10 sqm.10 sqm complete
1800
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-
Finishing walls with water proofing cement paint of required shade : Old work (one or more coats @ 2.20 kg/10 sqm) complete.
1200
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give aneven shade:(One or more coats) on old work.
200
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-
Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work
100
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-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply, including all CPVC plain & brassthreaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and the cost ofcutting chases and making good the same including testing of joints completeas per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.
-
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-
15 mm nominal outer dia Pipes
35
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-
20 mm nominal outer dia Pipes
20
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-
25 mm nominal dia Pipes
15
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-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. 110 mm diameter.
25
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-
110mm bend with door
8
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-
110mmx110x110mm tee with door
8
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-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. 75mm dia
20
-
-
75mm bend with door
5
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-
75x75x75mm tee with door
5
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. 150 mm diameter.
35
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-
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top ofthe floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge for payment purpose only weight of stainless steel members shall be considered excluding fixing, accessories such as nuts, bolts, fasteners etc.).
50
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-
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square orround bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding.
200
-
-
Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete:
10
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-
Edging with bricks laid dry length wise, including required excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50 m : Common burnt clay F.P.S (non modular) bricks of Class designation 7.5
100
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-
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455 X 610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
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-
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee,including cutting and threading the pipe etc. complete:25 to 40 mm nominal bore.
6
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-
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
4
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-
Preparation of sign board of size 3600X1200 along with redium pasting/retro and writing (self adhesive) as per required pattern & design and instruction of EIC along with black japan painting on the reverse side etc. complete.
60
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-
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