Meghalaya Power Generation Corporation Limited Tender
View complete overview of Meghalaya Meghalaya Power Generation Corporation Limited Tender
Meghalaya Power Generation Corporation Limited Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date23 Feb 2024
Closing Date10 Apr 2024
Tender Amount₹ 7,14,83,182
Costs
EMD
₹ 7,15,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MPGCL_1516_1Bid Award Id
ViewTender No
IN-MEGHALAYA SPMU-305211-CW-RFBTender Authority
Meghalaya Power Generation Corporation Limited ViewPurchaser Address
-Website
http://meghalayatenders.gov.in
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
2.03
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
-
-
-
Hard drawn steel wire fabric
3301.44
-
-
Mild steel and Medium Tensile steel bars
75.7
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
13.6
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
119.58
-
-
Suspended floors, roofs, landings, balconies and access platform
39.58
-
-
Stairs, (excluding landings) except spiral-staircases
14.76
-
-
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand)
3
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
10.77
-
-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
12.97
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand)
0.94
-
-
Providing and fixing handrail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes
563.4
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand)
223.12
-
-
Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
175.24
-
-
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
90
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
90
-
-
Construction of Watch Tower at Stage-III Concrete Dam (Right bank)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil
40.5
-
-
Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete stone soling of thickness 100mm
20.25
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
2.03
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
-
-
-
Hard drawn steel wire fabric
3301.44
-
-
Mild steel and Medium Tensile steel bars
75.7
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
13.6
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
119.58
-
-
Suspended floors, roofs, landings, balconies and access platform
39.58
-
-
Stairs, (excluding landings) except spiral-staircases
14.76
-
-
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand)
3
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement mortar 1:4 (1 cement : 4 coarse sand)
10.77
-
-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
12.97
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand)
0.94
-
-
Providing and fixing handrail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes
563.4
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand)
223.12
-
-
Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
175.24
-
-
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
90
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
90
-
-
High mask lighting tower 15m height on (Left Bank).
-
-
-
Supply with Transportation to site of 15 metre High Mast with its accessories Mast shaft shall be in three section, made from HT steel grade BSEN 10025,S335JO hot dip Galvanised and suitable for wind speed as per IS 875, with raising lowerings. It should also include accessories for High Mast inc. head frame steel wire rope (Grade AISI 316, tailing cable , double drum winch galvanised lantern carriage arrangement suitable for 12 Luminaries symmetrically and its control gear box, motor, manual operating handle, motor mounting plate, L staper, Lightening arrester, Junction Box, Lightening finia, Luminaries wiring material, MCB in base compartment completely etc. Specification: Height :- 15 metre in 3 sections PCD = 460 mm (approx.) Bottom diameter = 300mm(approx.), Top Diameter = 150mm (Approx.) Bottom Thickness = 4mm, Top Thickness = 3mm Base Plate Diameter = 560mm, Thickness = 25mm Door Size Opening Bottom = (1200 X 300 ) mm Foundation hole diameter, bolt sizes(Diameter and Length)
1
-
-
Wire rope = 6mm (7/9 construction) Method of Operation = Manual and Motorised
-
-
-
Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications: Foundation Bolt Diameter = 25 mm , Foundation Bolt Length = 1200 mm, Nos of Foundation Bolt = 12 Nos
8
-
-
Supply of complete LED Flood Light of ( 200 W each set) with 5 years warranty period (Crompton/Bajaj/Havels)
8
-
-
Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels)
1
-
-
Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast . It shall also consist of suitable control for the power tool motor completely
2
-
-
Supplying , Erection, Testing and Commissioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be field with bitumen, partly underground and partly above above ground level driven to an average depth 3.65 m below the ground level including excavation of soil
2
-
-
Supplying and fixing double door MS feeder pillar box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection ( standard make)
1
-
-
S&F 63A Kit Kat Fuse on wooden board
3
-
-
Supply and fixing of 900 X 600 X 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door, locking arrangement, four legs of the meter box (G.I. flat 50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
1
-
-
Erection, Testing and Commissioning of 15 Mtr High Mast System inc. all accessories completely.
1
-
-
Supplying and Drawing 4 core 35 sqm pvc insulated and scheated aluminium conductor armoured cable through underground
250
-
-
Foundation:
-
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50 m and lift up to 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
10.01
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Hard drawn steel wire fabric
255.64
-
-
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
5.1
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
12.86
-
-
High mask lighting tower 15m height on (Right Bank).
-
-
-
Supply with Transportation to site of 15 metre High Mast with its accessories Mast shaft shall be in three section, made from HT steel grade BSEN 10025,S335JO hot dip Galvanised and suitable for wind speed as per IS 875, with raising lowerings. It should also include accessories for High Mast inc. head frame steel wire rope (Grade AISI 316, tailing cable , double drum winch galvanised lantern carriage arrangement suitable for 12 Luminaries symmetrically and its control gear box, motor, manual operating handle, motor mounting plate, L staper, Lightening arrester, Junction Box, Lightening finia, Luminaries wiring material, MCB in base compartment completely etc. Specification: Height :- 15 metre in 3 sections PCD = 460 mm (approx.) Bottom diameter = 300mm(approx.), Top Diameter = 150mm (Approx.) Bottom Thickness = 4mm, Top Thickness = 3mm Base Plate Diameter = 560mm, Thickness = 25mm Door Size Opening Bottom = (1200 X 300 ) mm Foundation hole diameter, bolt sizes(Diameter and Length)
1
-
-
Wire rope = 6mm (7/9 construction) Method of Operation = Manual and Motorised
-
-
-
Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications: Foundation Bolt Diameter = 25 mm , Foundation Bolt Length = 1200 mm, Nos of Foundation Bolt = 12 Nos
8
-
-
Supply of complete LED Flood Light of ( 200 W each set) with 5 years warranty period (Crompton/Bajaj/Havels)
8
-
-
Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels)
1
-
-
Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast . It shall also consist of suitable control for the power tool motor completely
2
-
-
Supplying , Erection, Testing and Commissioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be field with bitumen, partly underground and partly above above ground level driven to an average depth 3.65 m below the ground level including excavation of soil
2
-
-
Supplying and fixing double door MS feeder pillar box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection ( standard make)
1
-
-
S&F 63A Kit Kat Fuse on wooden board
3
-
-
Supply and fixing of 900 X 600 X 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door, locking arrangement, four legs of the meter box (G.I. flat 50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
1
-
-
Erection, Testing and Commissioning of 15 Mtr High Mast System inc. all accessories completely.
1
-
-
Supplying and Drawing 4 core 35 sqm pvc insulated and scheated aluminium conductor armoured cable through underground
250
-
-
Foundation:
-
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50 m and lift up to 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
10.01
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Hard drawn steel wire fabric
255.64
-
-
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete:
5.1
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
12.86
-
-
Providing stepped concrete channel along the approach to the road deck of the dam extending up to the toe of the dam.
-
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3m depth without dewatering In soft or laminated rock or medium shale
55.48
-
-
Providing laying, spreading and compacting local material in block or large discrete particles, such as Kankar, Laterite, Dhandla, etc. or as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification Clause 408.
14.69
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 I. R C C grade M 20 (1 : 2 : 4) Nominal Mix
0.38
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.
4.27
-
-
Providing form work of ordinary timber planking of thickness not less than 25mm and removal of the same for concrete member so as to give a rough finish including centering ,shuttering , strutting and propping etc, for height of propping and centering of support floor to the soffit of the concrete member not exceeding 4.0M as specified for the following items: c) column, pillar, post &strut i) Square , rectangular, polygonal in plan or any shape like Tee/L etc having plane vertical face (Both Sides)
432.95
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 II. R C C Grade M 25
74.16
-
-
Providing 12 mm thick cement plastering in cement mortar 1 : 2, 1 : 3 and 1 : 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3
568.36
-
-
Providing slab culvert along the approach to the road deck of stage iii dam, kyrdemkulai.
-
-
-
Demolishing stone rubble masonry including stacking of serviceable materials and disposal of unserviceable materials as directed for all levels
8.21
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. A. Ordinary soil Upto 3m depth without dewatering
85.57
-
-
Providing laying, spreading and compacting local material in block or large discrete particles, such as Kankar, Laterite, Dhandla, etc. or as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification Clause 408.
11.62
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 I. R C C grade M 20 (1 : 2 : 4) Nominal Mix
24.63
-
-
Stone masonry work in cement mortar for sub structure complete as per drawing technical specification clause 702,704,1202,1203 Coursed rubble masonry (1st sort) iv) in cement mortar 1:6
124.95
-
-
.Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.
1.66
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 II. R C C Grade M 25
7.59
-
-
Providing 12 mm thick cement plastering in cement mortar 1 : 2, 1 : 3 and 1 : 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3
107.01
-
-
Boulder filling with unsized stones/boulders of one man size 60cm wide behind the abutment wing walls, retaining walls etc. Including supply and carriage of boulder within 200m complete as per technical specifications
55.02
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8 I. Sandy material.
55.02
-
-
Providing Barbed wire fencing with RCC post along the Periphery of the Dam covering upstream and downstream for security purposes. L =1593.00m.
-
-
-
Earthwork in excavation up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils In ordinary soil
127.6
-
-
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately) In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine)
15.95
-
-
Supply, fitting and fixing in position reinforcement bar up to first floor level, conforming to relevant I.S code for RCC work/RB walling including straightening, cleaning cutting and bending to proper shapes and binding with 20G annealed black wire and placing in position wit proper blocks, support chairs, spacers etc complete(rates inclusive of all wastage, lappage, hooks, chairs anchorage etc. and no measurement for the same is required): From primary source like TATA/SAIL/ESSAR/JINDAL/SHYAM/RINL Super ductile(SD) TMT reinforcement bar.
81.14
-
-
Providing form work of ordinary timber planking of thickness not less than 25mm and removal of the same for concrete member so as to give a rough finish including centering ,shuttering , strutting and propping etc, for height of propping and centering of support floor to the soffit of the concrete member not exceeding 4.0M as specified for the following items: c) column, pillar, post &strut i) Square , rectangular, polygonal in plan or any shape like Tee/L etc having plane vertical face
1020.8
-
-
Providing and laying concrete in reinforced cement concrete works using concrete mixture machine with coursed sand and 20mm down graded stone aggregate including dewatering if necessary and curing complete but excluding cost of form works and reinforcement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separately) In foundation and sub - structure including footing , column with base, tie and plinth beams, pile cap raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.(Without using admixture, plasticiser) (a) M15 or Prop. 1:2:4 (for non-structural works)
178.64
-
-
Providing & Supplying of 1.80m high barbed wire fencing fixed to angle iron post at site including drilling of holes every 3.00m apart, E/W & cc of base in propn.1:3:6, painting with black enamel paint, etc. as per CPWD Specifications 16.17 vol-2 complete as directed.
1593
-
-
15 mm thick Cement plaster in single coat on rough side of single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. Extra over Item no 5.1 to 5.7 for exterior plastering up to a height of 1st floor level above ground level including curing complete as directed. On Single coat Plaster.
1046.32
-
-
White washing with lime on wall surfaces (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter.
1046.32
-
-
Clearance of jungle of the downstream of the dam on both sides of the abutments including providing stone pitching.
-
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
6014.43
-
-
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth up to and including 60 cm girth
161
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete
511.7
-
-
Strengthening and widening the Existing approach Deck bridge to the Intake Portal.
-
-
-
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.
4.24
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
5.72
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal size.
0.43
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
1502.34
-
-
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube
338.04
-
-
Centering and shuttering including strutting, propping etc. and removal of works for:
-
-
-
Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
2.16
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilever.
15.62
-
-
Column, pillars, piers, abutments, posts & struts.
35.04
-
-
Suspended floors, roofs, landings, balconies and access platform.
26.36
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
2.12
-
-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
5.86
-
-
20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
29.91
-
-
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
31.09
-
-
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
29.91
-
-
Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
7.49
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
7.49
-
-
Construction of RCC Building for Security Personnel/ Water Level Recorder at Stage III Concrete Dam.
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
163.97
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift up to 1.5m.
195.74
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
27.75
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal nsize.
16.88
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:4 (1 cement: 4 coarse sand)
31.58
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
3731.11
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
15747.08
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete above plinth level. Mild steel and Medium Tensile steel bars.
118.91
-
-
Centering and shuttering including strutting, propping etc. and removal of works for:
-
-
-
Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
46.08
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilever.
278.72
-
-
Column, pillars, piers, abutments, posts & struts.
214.02
-
-
Suspended floors, roofs, landings, balconies and access platform.
475
-
-
Stairs, (excluding landings) except spiral-staircases.
22.92
-
-
Edges of slabs and breaks in floors and walls Under 20 cm wide
146.88
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
42.81
-
-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
11.65
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
74.3
-
-
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) : With modular bricks.
76.32
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood.
2.04
-
-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1714.08
-
-
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G I Pipe
796.69
-
-
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
4.3
-
-
20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
2168.09
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster:
170.37
-
-
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick
61.87
-
-
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
174.67
-
-
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size).
202.16
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 50mm thick in proportion 1:4:8
34.83
-
-
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
44.11
-
-
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
15.8
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. Area of slab over the 0.50Sqm
8.93
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood 35 mm thick shutter
88
-
-
Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm
159
-
-
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
106
-
-
Providing and fixing bright finished brass handles with screws etc. complete. 125mm
106
-
-
Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x10x5mm
53
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
83.25
-
-
Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
7.2
-
-
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
8
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
8
-
-
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
8
-
-
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia
8
-
-
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Medium
8
-
-
Providing and fixing Toilet paper Holder Medium
8
-
-
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600mm Towel rail
8
-
-
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board. 510x1040 mm bowl depth 250 mm
8
-
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe, 40 mm dia
16
-
-
Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729
72
-
-
Providing and fixing soil, waste and vent pipes 75mm dia Sand cast iron S&S pipe as per IS: 1729
36
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete
-
-
-
100 mm dia
16
-
-
75 mm dia.
12
-
-
Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100mm Sand cast iron S&S as per IS - 1729
8
-
-
Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm Sand cast iron S&S as per IS - 1729
4
-
-
Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729
4
-
-
Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS - 1729 75 mm dia. PVC cowl of ISI make
4
-
-
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989
8
-
-
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
8
-
-
Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms
16
-
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
1628.37
-
-
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
539.72
-
-
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
1628.37
-
-
Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
228.79
-
-
Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
40.73
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
269.52
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000 litre capacity
8000
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
60
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement , trenching, refilling & testing of joints complete as per direction of Engineer in charge.
120
-
-
Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore
4
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931. 15mm nominal bore
32
-
-
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15mm nominal bore
16
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15mm nominal bore
8
-
-
Internal Wiring for Security Personnel/ Water Level Recorder at Stage III Concrete Dam Site.
-
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C
116
-
-
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
720
-
-
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
320
-
-
Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
80
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
5/6 A switch
24
-
-
15/16 A switch
16
-
-
3 pin 5/6 A socket outlet
24
-
-
6 pin 15/16 A socket outlet
16
-
-
Bell push
8
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.
-
-
-
3 module (100mmx75mm)
2
-
-
6 module (100mmx75mm)
6
-
-
Supplying and fixing brass batten/ angle holder including connection etc as required.
52
-
-
Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
8
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
8
-
-
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
8
-
-
Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 63A TP&N
16
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 8 way (4 + 24), Double door
8
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole
24
-
-
Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63Amp
2
-
-
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
1
-
-
Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
20
-
-
Construction of Septic Tank for the Building of Security Personnel/ Water level recorder at Stage III Concrete Dam.
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
34.61
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal size.
1.27
-
-
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) : With modular bricks.
9.67
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
234
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Mild steel and Medium Tensile steel bars.
8.58
-
-
Centering and shuttering including strutting, propping etc. and removal of works for:
-
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilever.
2
-
-
Suspended floors, roofs, landings, balconies and access platform. Thickness of floors/slab up to 200 mm.
13.27
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
1.57
-
-
20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
56.23
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal nsize.
0.76
-
-
Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729
20
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 100 mm dia Sand cast iron S&S as per IS - 1729
2
-
-
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drainpipe 100 mm diameter and 1.20 m long complete as per standard design.
1
-
-
Construction of office of Assistant Executive Engineer Hydraulic Structure Maintenance Sub-division MePGCL Kyrdemkulai
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
36.65
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift up to 1.5m.
41.04
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
12.53
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal nsize.
15.27
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:4 (1 cement: 4 coarse sand)
9.85
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
4368.22
-
-
Centering and shuttering including strutting, propping etc. and removal of works for:
-
-
-
Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
10.08
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilever.
170.23
-
-
Column, pillars, piers, abutments, posts & struts.
73.92
-
-
Suspended floors, roofs, landings, balconies and access platform.
120.06
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
10.13
-
-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
23.67
-
-
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) : With modular bricks.
22.13
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood.
0.57
-
-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
474.79
-
-
20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
516.75
-
-
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
55.95
-
-
Making plinth protection 50mm thick of cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III) : 3 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 50mm thick in proportion 1:4:8
24.19
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
21.67
-
-
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
8.38
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood, 35 mm thick shutter
30.54
-
-
Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm
54
-
-
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
36
-
-
Providing and fixing bright finished brass handles with screws etc. complete. 125mm
36
-
-
Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x10x5mm
18
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
58.14
-
-
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
3
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
3
-
-
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
3
-
-
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia
3
-
-
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Medium
3
-
-
Providing and fixing Toilet paper Holder Medium
3
-
-
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600mm Towel rail
3
-
-
"Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete Flexible pipe 40 mm dia"
3
-
-
Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729
40
-
-
Providing and fixing soil, waste and vent pipes 75mm dia Sand cast iron S&S pipe as per IS: 1729
15
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete
-
-
-
100 mm dia Sand cast iron S&S as per IS - 1729
6
-
-
75 mm dia. Sand cast iron S&S as per IS - 1729
12
-
-
Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm Sand cast iron S&S as per IS - 1729
3
-
-
Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete . 1 100x100x75 mm. Sand cast iron S&S as per IS - 1729
3
-
-
Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729
3
-
-
Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS - 1729 75 mm dia. PVC cowl of ISI make
3
-
-
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989
3
-
-
"Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms"
3
-
-
Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms
3
-
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
309.67
-
-
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
207.08
-
-
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
309.67
-
-
Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
116.25
-
-
Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
87.21
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
203.46
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000 litre capacity
2000
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal works - exposed on wall. 20mm nominal outer dia Pipes.
36
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement , trenching, refilling & testing of joints complete as per direction of Engineer in charge.
60
-
-
Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore
3
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931. 15mm nominal bore
6
-
-
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15mm nominal bore
3
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
3
-
-
Internal wiring for Assistant Executive Engineer Hydraulic Structure Maintenance Sub-division at Kyrdemkulai
-
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C
43
-
-
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
180
-
-
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
320
-
-
Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
60
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
5/6 A switch
1
-
-
15/16 A switch
1
-
-
3 pin 5/6 A socket outlet
3
-
-
6 pin 15/16 A socket outlet
3
-
-
Bell push
3
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.
-
-
-
3 module (100mmx75mm)
1
-
-
6 module (100mmx75mm)
3
-
-
Supplying and fixing brass batten/ angle holder including connection etc as required.
12
-
-
Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
3
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
6
-
-
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
6
-
-
Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 63A TP&N
1
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without 8 way (4 + 24), Double door
2
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole
3
-
-
Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63Amp
3
-
-
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
1
-
-
Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
30
-
-
Construction of Septic Tank for the office of Assistant Executive Engineer Hydraulic Structure Maintenance Sub-division Kyrdemkulal (40 User)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
34.61
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal nsize.
1.27
-
-
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) : With modular bricks.
9.67
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
234
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Mild steel and Medium Tensile steel bars.
8.58
-
-
Centering and shuttering including strutting, propping etc. and removal of works for:
-
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilever.
2
-
-
Suspended floors, roofs, landings, balconies and access platform. Thickness of floors/slab up to 200 mm.
13.27
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
1.57
-
-
20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
56.23
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal size.
0.76
-
-
Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729
20
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 100 mm dia Sand cast iron S&S as per IS - 1729
2
-
-
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drainpipe 100 mm diameter and 1.20 m long complete as per standard design.
1
-
-
Black Topped Road from Zero point to Face I Intake incl. Approach Road to Dam Downstream L= 1538.00m.
-
-
-
Excavation in Soil using Hydraulic Excavator and Tippers with disposal up to 1000 m. Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross-sections and transporting to the embankment location with a lift up to 1.5 m and lead up to 1000 m as per Technical Specification Clause 302.3.
547.8
-
-
Construction of catch water/intercepting drain in random rubble masonry in 1:5 cement mortar true to the specified lines, grades, levels and dimension as per the requirement of the specifications Clause 1606.2 BY MANUAL MEANS I. Ordinary Soil
719.02
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specifications Clause 1302. I. Stone/Boulder
130.73
-
-
Plain cement concrete M15 grade: Nominal mix 1 : 2 : 4 (hand mixing)
130.73
-
-
Stone masonry in cement mortar 1:5
338.36
-
-
Cement plaster 15 mm thick 1:4 on stone masonry
1691.8
-
-
Granular Sub-base with Well Graded Material (Table 400.1) A) By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material.
492.16
-
-
Water Bound Macadam Sub-base/Base 1) WBM Grading 1 (90 mm to 45 mm) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening /binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Manual Means.
492.16
-
-
3) WBM Grading 3 (53 mm to 22.4 mm) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screenings /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (A) By Manual Means.
984.32
-
-
Prime Coat: Medium porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg/sqm using mechanical means as per Technical Specification clause 502.
4921.6
-
-
Tack Coat with Bitumen Emulsion iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
4921.6
-
-
20 mm Thick Open-Graded Premix Carpet using Bitumen Emulsion Providing laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.2
4921.6
-
-
SEAL COAT TYPE A Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (II) Bitumen 60/70 grade
4921.6
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1
346.05
-
-
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
52
-
-
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)
153.8
-
-
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable
specifications.
76.9
-
-
Construction of Slab Culvert at Ch:110.00m on the maintenance Road to Stage III Face I Intake Kyrdemkulai, Ri Bhoi District, Meghalaya.
-
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil i) Up to 3m depth without dewatering
88.59
-
-
Providing laying, spreading and compacting local material in block or large discrete particles, such as Kankar, Laterite, Dhandla, etc. or as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification Clause 408.
4.22
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) I. P.C.C. grade M10 (i) Nominal Mix 1:3:6
6.45
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203: Coursed rubble masonry (1st sort) in cement mortar 1:6
52.38
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.
0.41
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1. R C C Grade M 25
2.9
-
-
Providing 12 mm thick cement plastering in cement mortar 1 : 2, 1 : 3 and 1 : 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3
56.14
-
-
Boulders filling with stones/boulders of 150 - 200 mm size, 60 cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical Specifications.
21.32
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8: Sandy material.
21.32
-
-
Construction of Slab Culvert at Ch:350.00m on the maintenance Road to Stage III Face I Intake Kyrdemkulai, Ri Bhoi District, Meghalaya.
-
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. A. Ordinary soil Up to 3m depth without dewatering
89.79
-
-
Providing laying, spreading and compacting local material in block or large discrete particles, such as Kankar, Laterite, Dhandla, etc. or as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification Clause 408.
4.87
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) P.C.C. grade M10 : Nominal Mix 1:3:6
6.45
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort) in cement mortar 1:6
52.38
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.
0.41
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 R C C Grade M 25
2.9
-
-
Providing 12 mm thick cement plastering in cement mortar 1 : 2, 1 : 3 and 1 : 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3
56.14
-
-
Boulders filling with stones/boulders of 150 - 200 mm size, 60 cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical Specifications.
21.32
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8 Sandy material.
21.32
-
-
Construction of Slab Culvert at Ch:520.00m on the maintenance Road to Stage III Face I Intake Kyrdemkulai, Ri Bhoi District, Meghalaya.
-
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material: Ordinary soil Up to 3m depth without dewatering
86.69
-
-
Providing laying, spreading and compacting local material in block or large discrete particles, such as Kankar, Laterite, Dhandla, etc. or as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification Clause 408.
4.96
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications): P.C.C. grade M10 Nominal Mix 1:3:6
6.54
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort) in cement mortar 1:6
53.87
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.
0.41
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 R C C Grade M 25
2.9
-
-
Providing 12 mm thick cement plastering in cement mortar 1 : 2, 1 : 3 and 1 : 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3
56.14
-
-
Boulders filling with stones/boulders of 150 - 200 mm size, 60 cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical Specifications.
21.32
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8 Sandy material.
21.32
-
-
Construction of Slab Culvert at Ch:910.00m on the maintenance Road to Stage III Face I Intake Kyrdemkulai, Ri Bhoi District, Meghalaya.
-
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Up to 3m depth without dewatering
83.09
-
-
Providing laying, spreading and compacting local material in block or large discrete particles, such as Kankar, Laterite, Dhandla, etc. or as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification Clause 408.
5.09
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) :P.C.C. grade M10 Nominal Mix 1:3:6
6.67
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort) in cement mortar 1:6
53.87
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.
0.41
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 R C C Grade M 25
2.9
-
-
Providing 12 mm thick cement plastering in cement mortar 1 : 2, 1 : 3 and 1 : 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3
59.24
-
-
Boulders filling with stones/boulders of 150 - 200 mm size, 60 cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical Specifications.
21.32
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8 Sandy material.
21.32
-
-
Construction of Slab Culvert at Ch:29.00m on the maintenance Road to Stage III Concrete Dam downstream, Kyrdemkulai, Ri Bhoi District, Meghalaya.
-
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Up to 3m depth without dewatering
94.98
-
-
Providing laying, spreading and compacting local material in block or large discrete particles, such as Kankar, Laterite, Dhandla, etc. or as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification Clause 408.
4.93
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) P.C.C. grade M10 Nominal Mix 1:3:6
6.51
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort) in cement mortar 1:6
53.27
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.
0.41
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 R C C Grade M 25
2.9
-
-
Providing 12 mm thick cement plastering in cement mortar 1 : 2, 1 : 3 and 1 : 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3
56.14
-
-
Boulders filling with stones/boulders of 150 - 200 mm size, 60 cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical Specifications.
21.32
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8 Sandy material.
21.32
-
-
Construction of Slab Culvert at Ch:125.00m on the maintenance Road to Stage III Concrete Dam downstream, Kyrdemkulai, Ri Bhoi District, Meghalaya.
-
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Up to 3m depth without dewatering
86.21
-
-
Providing laying, spreading and compacting local material in block or large discrete particles, such as Kankar, Laterite, Dhandla, etc. or as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification Clause 408.
4.87
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) P.C.C. grade M10 Nominal Mix 1:3:6
6.45
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort) in cement mortar 1:6
52.38
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.
0.41
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 R C C Grade M 25
2.9
-
-
Providing 12 mm thick cement plastering in cement mortar 1 : 2, 1 : 3 and 1 : 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3
56.14
-
-
Boulders filling with stones/boulders of 150 - 200 mm size, 60 cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical Specifications.
221.32
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8 Sandy material.
21.32
-
-
Construction of Slab Culvert at Ch:258.00m on the maintenance Road to Stage III Concrete Dam downstream, Kyrdemkulai, Ri Bhoi District, Meghalaya.
-
-
-
Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Up to 3m depth without dewatering
86.69
-
-
Providing laying, spreading and compacting local material in block or large discrete particles, such as Kankar, Laterite, Dhandla, etc. or as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification Clause 408.
4.96
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) P.C.C. grade M10 Nominal Mix 1:3:6
6.54
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort) in cement mortar 1:6
53.87
-
-
Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.
0.41
-
-
Providing and laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and Technical Specification Clauses 800, 900 and 1205.1 R C C Grade M 25
2.9
-
-
Providing 12 mm thick cement plastering in cement mortar 1 : 2, 1 : 3 and 1 : 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3
56.14
-
-
Boulders filling with stones/boulders of 150 - 200 mm size, 60 cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical Specifications.
21.32
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8 I. Sandy material.
21.32
-
-
Painting for marking of all levels at dam blocks inside gallery, bays, hoisting platforms indicating the levels.
-
-
-
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings,specificationand direction of the engineer-incharge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
9.18
-
-
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes up to 10 mm dia. etc. complete. ISA 7575 : 75*75*5mm
-
-
-
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. 50 metres lead as per direction of Engineer - in- charge.
314.16
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
0.15
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster
0.18
-
-
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
0.61
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete..
44.1
-
-
On concrete work
-
-
-
On steel work
44.1
-
-
Re-lettering with black Japan paint of approved brand and manufacture.
19.11
-
-
Providing stairs to top of hoist, spillway crest and providing sign board at stage iii dam, kyrdemkulai.
4020
-
-
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
12.48
-
-
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes up to 10 mm dia. etc. complete. ISA 7575 : 75*75*5mm
606.32
-
-
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.
0.09
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1052.27
-
-
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
563.4
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil
5.6
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1.76
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
84.12
-
-
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1.77
-
-
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
21.6
-
-
Banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m. All kinds of soil
2.3
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster
1.08
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.1 On steel work
97.28
-
-
Construction of Control Room for Surveillance, Dam Instrumentation inc. SCADA at Stage III Concrete Dam, Kyrdemkulai.
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
157.92
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift up to 1.5m.
82.39
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
30.8
-
-
Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.
114.7
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering. 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal size.
6.56
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement : 6 coarse sand)
18.65
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
1931.88
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
7452.66
-
-
Centering and shuttering including strutting, propping etc. and removal of works for:
-
-
-
Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
10.08
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilever.
120.78
-
-
Column, pillars, piers, abutments, posts & struts.
132
-
-
Suspended floors, roofs, landings, balconies and access platform.
257.96
-
-
Stairs, (excluding landings) except
10.11
-
-
Edges of slabs and breaks in floors and walls. Under 20 cm wide
99.6
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
14.15
-
-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
7.66
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
35.16
-
-
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
34.19
-
-
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing,
71.97
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood.
0.69
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows. Second class teak wood. 35 mm thick shutter
24.19
-
-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1569.56
-
-
20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand). Interior & Exterior
877.75
-
-
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
117.87
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster:
117.87
-
-
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick
17.4
-
-
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
97.17
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
30.6
-
-
Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
83
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved
32.5
-
-
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
83
-
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
865.61
-
-
Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
214.7
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
529.45
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000 litre capacity
4000
-
-
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
2
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
33.98
-
-
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
222.02
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. 8.2.2.2 Area of slab over the 0.50Sqm
3.03
-
-
Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 9.71.1 125x64x2.50 mm
45
-
-
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
30
-
-
Providing and fixing bright finished brass handles with screws etc. complete. 125mm
30
-
-
Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm
30
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
49.34
-
-
Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in do rebate shall be measured).
2.16
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
4
-
-
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
4
-
-
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Medium
2
-
-
Providing and fixing Toilet paper Holder: Medium
2
-
-
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 1600mm Towel rail
2
-
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete: Flexible pipe. 40 mm dia
4
-
-
Providing and fixing soil, waste and vent pipes: 100mm dia. Sand cast iron S&S pipe as per IS: 1729 pipe (4"x10')
72
-
-
Providing and fixing soil, waste and vent pipes: 75mm dia. Sand cast iron S&S pipe as per IS: 1729 pipe
16
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 mm dia. Sand cast iron S&S as per IS - 1729
8
-
-
Providing and fixing single equal plain junction of required degree. 100x100x100mm. Sand cast iron S&S as per IS - 1729
4
-
-
Providing and fixing terminal guard : 100 mm. Sand cast iron S&S as per IS - 1729
6
-
-
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet. Sand cast iron S&S as per IS: 3989
2
-
-
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
4
-
-
Providing and fixing PTMT Bottle Trap for Wash basin and sink. 17.70.2 Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms
4
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold Internal works - exposed on wall. 20mm nominal outer dia Pipes.
96
-
-
Providing and fixing Chlorinated Polyvinyl Chloride Engineer in charge. External works 25mm nominal outer dia
36
-
-
Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore
4
-
-
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15mm nominal bore
6
-
-
Internal wiring of Control Room for Surveillance, Dam Instrumentation inc. SCADA at Stage III Concrete Dam, Kyrdemkulai.
-
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C
79
-
-
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
120
-
-
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
120
-
-
Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
80
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
5/6 A switch
10
-
-
15/16 A switch
8
-
-
3 pin 5/6 A socket outlet
10
-
-
6 pin 15/16 A socket outlet
16
-
-
Bell push
4
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.
-
-
-
3 module (100mmx75mm)
2
-
-
6 module (100mmx75mm)
6
-
-
Supplying and fixing brass batten/ angle holder including connection etc as required.
30
-
-
Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
4
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
8
-
-
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
7
-
-
Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 63A TP&N
8
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without) 2.4.3 8 way (4 + 24), Double door
4
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole
14
-
-
Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.12.2 63Amp
4
-
-
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
1
-
-
Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
20
-
-
Construction of Septic tank Control Room for Surveillance, Dam Instrumentation inc. SCADA at Stage III Concrete Dam, Kyrdemkulai. (40 user)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
34.61
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal nsize.
1.27
-
-
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) : With modular bricks.
9.67
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
234
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Mild steel and Medium Tensile steel bars.
8.58
-
-
Centering and shuttering including strutting, propping etc. and removal of works for:
-
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilever.
2
-
-
Suspended floors, roofs, landings, balconies and access platform. Thickness of floors/slab up to 200 mm.
13.27
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
1.57
-
-
20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
56.23
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal size.
0.76
-
-
Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729
20
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 100 mm dia Sand cast iron S&S as per IS - 1729
2
-
-
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drainpipe 100 mm diameter and 1.20 m long complete as per standard design.
1
-
-
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