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Construction Of Computerized Check Post With Installation And Functioning Of Weigh Bridge And Entrance Gate In Daman District At Daman. ( E-23691 ) Construction Of Computerized Check Post With Installation And Functioning Of Weigh Bridge And Entrance Ga, Daman District.-Daman And Diu

Public Works Department-PWD has published Construction Of Computerized Check Post With Installation And Functioning Of Weigh Bridge And Entrance Gate In Daman District At Daman. ( E-23691 ) Construction Of Computerized Check Post With Installation And Functioning Of Weigh Bridge And Entrance Ga. Submission Date for this Tender is 28-10-2021. Civil Work Tenders in Daman District. Daman And Diu. Bidders can get complete Tender details and download the document.




Tender Notice

29550527
Corrigendum : Construction Of Computerized Check Post With Installation And Functioning Of Weigh Bridge And Entrance Gate In Daman District At Daman. ( E-23691 ) Construction Of Computerized Check Post With Installation And Functioning Of Weigh Bridge And Entrance Ga
Open Tender
Indian
Daman And Diu
Daman District.
28-10-2021

Tender Details

Construction Of Computerized Check Post With Installation And Functioning Of Weigh Bridge And Entrance Gate In Daman District At Daman. ( E-23691 ) Construction Of Computerized Check Post With Installation And Functioning Of Weigh Bridge And Entrance Gate In Daman District At Daman. ( E-23691 )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 16-Oct-2021 Corrigendum1 Other 28-10-2021
2 22-Oct-2021 Corrigendum2 Other 28-10-2021

Key Value

Document Fees
INR 1500 /-
EMD
INR 2224993.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of computerized check Post with installation and functioning of weigh bridge and entrance gate in Daman District at Daman. (E-23691) (estimate Cost Rs.12,24,99,320/-)
Sl. No. Item Description
1Civil work
2Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (D) By mechanical means in area of thorny jungle
3Excavation for foundation upto 1.5 m depth including sortingoutandstacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.(B)all type of soil
4Excavation for foundation upto 1.5 m to 3.00 mt depth including sortingoutandstacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.(C)all type of soil
5Excavation for foundation upto 1.5 m depth including sortingoutandstacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.(D)Soft rock not requiring Blasting. (Machinery)
6Excavation for foundation upto 1.5 m depth including sortingoutandstacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.(E)HardRock
7Excavation for foundation fordepth from1.5 mto3.0 m includingsortingoutandstacking of useful materials anddisposing off theexcavated stuffupto 50 Meterlead.(E)HardRock. (Machinery)
8Excavation for foundation upto 1.5 m depth including sortingoutandstacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.(D)Soft rock not requiring Blasting. (Mannual)
9Excavation for foundation upto 1.5 m depth including sortingoutandstacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.(E)HardRock. (Mannual)
10Excavation for foundation fordepth from1.5 mto3.0 m includingsortingoutandstacking of useful materials anddisposing off theexcavated stuffupto 50 Meterlead.(E)HardRock
11Filling available excavatedearth (soft soil) intrenches.plinth, sides of foundations etc. in layers not exceeding 20 cm. in depthconsolidating each dispositedlayer by ramming and watering.
12Filling in plinth with sand under floors including watering ramming, consolidating and dressingcomplete (upto 10 ton)
13Filling in plinth with sand under floors including watering ramming, consolidating and dressingcomplete (more than10 ton)
14Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- gradedstone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (More than 10 ton)
15Providing and laying in positionReady Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mixmanufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )
16Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton)
17Providing and laying in positionReady Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mixmanufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )
18Providing and laying in positionReady Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mixmanufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )
19Providing and laying in positionReady Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mixmanufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )
20Providing and laying in positionReady Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mixmanufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )
21Providing and laying in positionReady Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mixmanufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )
22Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto 10 ton)
23Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (H) (1) Sides and soffits of Beams Beam Haunchings cantilevers Girders Bressumers and Lintels not exceeding 1 M. in Depth. (upto 10 ton)
24Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan. (upto 10 ton)
25Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness. (upto 10 ton)
26Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (I) Edges of slabs and Breaks in floors and walls. (upto 10 ton)
27Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (L) Chulhas hoods, wether sheds, chhajjas, corbels etc.incl. edges.( up to 10 ton)
28Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (C) Vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. (upto 10 ton)
29Providing material and labour for TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete. (more than 10 ton)Upto floor two level ( +0.0 Mt To +4.0 Mt )
30Above floor two level ( +4.0 Mt To +8.0 Mt )
31Above floor two level ( +8.0 Mt To +12.0 Mt )
32Above floor two level ( +12.0 Mt To +16.0 Mt )
33Above floor two level ( +16.00 Mt To +20.00 Mt )
34Above floor two level ( +20.0 Mt To +24.0 Mt )
35Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete. (more than 10 ton) as per direction of the Engineer - in - charge.
36Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in(B) Ground Beams & Plinth Beams upto floor two level. (more than 10 ton) as per direction of the Engineer - in - charge.
37Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (D)BEAMShaving cross sectional area 0.12 to 0.18 sq.mt. as per direction of the Engineer - in - charge.GROUND FLOOR
38Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (D)BEAMShaving cross sectional area 0.12 to 0.18 sq.mt. as per direction of the Engineer - in - charge.First FLOOR
39Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (E) Slabs, landings, shelves, balconies and cantilever slabs, plinth slabs. (more than 10 ton) as per direction of the Engineer - in - charge.
40Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (E) Slabs, landings, shelves, balconies and cantilever slabs. (more than 10 ton) as per direction of the Engineer - in - charge.GROUND FLOOR
41Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (E) Slabs, landings, shelves, balconies and cantilever slabs. (more than 10 ton) as per direction of the Engineer - in - charge.FIRST FLOOR
42Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in Columns(more than 10 ton) as per direction of the Engineer - in - charge. GROUND TO FIRST FLOOR
43Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in Columns(more than 10 ton) as per direction of the Engineer - in - charge. FIRST FLOOR to roof
44Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (F) Chajja and lintel (upto 10 ton) as per direction of the Engineer - in - charge.(A) Ground Floor
45Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (F) Chajja and lintel (upto 10 ton) as per direction of the Engineer - in - charge.(B) First Floor
46Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (H) RCC WALL upto floor two level (upto 10 ton) A grpound floor
47Providing material and labour for laying in positionready mixed cement concrete M.300 grade concrete manufactured in fully automatic batching plant and transported to the site of work in a transit mixer for a lead up to 10 kms having continuous agitated mixer and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in (G) Staircase excluding landing (upto 10 ton) as per direction of the Engineer - in - charge.ground to first floor
48Providing material and labour for TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete. (more than 10 ton)(A) Foundation and Plinth
49(B) Ground Floor
50Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6(1- Cement : 6 -fine sand)(B)Conventional (upto 10 ton)(A) Foundation and Plinth
51Extra for brick work in superstructure above plinth level upto floor two level (B)Conventional. Grtound floor
52Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in superstructure above plinth level upto floor two level in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional (more than 10 ton)
53Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in superstructure above plinth level above floor two level in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional (more than 10 ton)
54Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in superstructure above plinth level above floor two level in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional (more than 10 ton)
55Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in superstructure above plinth level above floor two level in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional (more than 10 ton)
56Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in superstructure above plinth level above floor two level in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional (more than 10 ton)
57Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in superstructure above plinth level upto floor two level. (B) Conventional (more than 10 ton)
58Providing 15mm thick cement plaster in single coat on Rough (Similar) side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)
59Providing material and labour for 12mmthickCEMENT PLASTERin Single Coat For plastering on Brick concrete wall surfaces for plasteringUPTO FLOOR TWO LEVEL finished even and smooth including curing etc. complete in C:M 1:3 (1 cement :3 fine sand) and finishing with floating coat of neat cement slurry
60Providing 10mm thick cement plaster in single coat onplastering on ceilings and sofits of stairs upto floor two level instead of plastering on walls in (i) Cement mortar 1:3 (1-cement:3-sand)
61Providing 10mm thick cement plaster in single coat on brick / conctrete walls for interior plastering up to floor two level and finished even and smooth in (iii)Cement mortar 1:3 (1-cement:3-sand)
62Providing material and labour for 6mm thickCEMENT PLASTERin single Coat For plastering on ceiling and soffits of stairs finished even and smooth including curing etc. complete in C:M 1:3 (1 cement :3 fine sand) and finishing with floating coat of neat cement slurry.Ground floor.
63Providing material and labour for 6mm thickCEMENT PLASTERin single Coat For plastering on ceiling and soffits of stairs finished even and smooth including curing etc. complete in C:M 1:3 (1 cement :3 fine sand) and finishing with floating coat of neat cement slurry.first floor.
64a) Application of Heritage surface Texture grit finish consisting of a two component system of dry granite and acrylic polymer bonding agent mixed in proportion specified by the manufacturers. Thickness of individual gridto vary between 150 to 180 mm microns and applied thickness of dry coating being 1.5 mm.(first layer rough plaster 12mm thickness,and last layer 8mm thicness)plaster thicness 20mm thickness. ALL FLOOR UP TO HEIGHT OF BUILDING
6520mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.
66Providing and layingcement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat aggregate 40mm normal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (more than 10 ton)
67Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (A) 25mm thick (upto 10 ton)
68Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (upto 10 ton)
69Providing material and labour for Applyingtwo coats of Birla (white cement based) or Asian (acrylic lapy- putty) or equivalent & two coats of primer of approved brandand manufacture on new wall surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth.complete EIC
70Providing material and labour for Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surface to give an even shade including throughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth.inner side face complete EIC
71Distempeing (Two coats) with oil bound distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade, over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and alsoincluding preparing the surface even and sand papered smooth.All floor internal wall
72All floor ceiling
73Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arragements for inside and outside locking with push-pull operation including the cost of hood cover and spring etc. complete. (B) Shutters having width 3.5 M. and above. All floor.
74Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arragements for inside and outside locking with push-pull operation including the cost of hood cover and spring etc. complete. (A) Shutters having width 3.5 M. and above. All floor.
75Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete
76Providing and fixing glass Door having extruded aluminum Colour anodized section frame main outer size 63.50 x 38.10 x 1.95 mm(of Jindal Section no:4605,@ Wt 1.094 Kg / Rmt),with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.
77Providing and fixingwindow having extruded aluminum Colour anodized section frame main outer size 63.50 x 38.10 x 1.95 mm(of Jindal Section no:4605,@ Wt 1.094 Kg / Rmt), horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm (of Jindal Section no: 8687 @ wt.of 0.695 Kg/mt), vertical member of size 61.85 mm x 31.75mm x 1.30 mm (of Jindal Section no:8758 @ wt.of 0.0.659 Kg/mt) with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section no:8949 @ wt.of 0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section no:8947 @ wt.of 0.456Kg/mt/ Section8948, @ Wt. 0.457 Kg/mt) with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.
78Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M250 pnumatic compressed by mechanically pressed and as per approved designincluding 75mm Sand layer for levelling and filling the joint with sand in proper line and level etc complete.
79Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete. (upto 10 ton)
80Providing and fixing M.S. round or square bars with M.S.flats and collapsible grillat required spacingof windows and clerestory windows. (upto 10 ton)(MS GRILL)Complete of EIC/AS per drawing
81Providing and layingchina mosaic integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge. - With average thickness of 120 mm and minimum thickness at khurra as 65 mm. all complete as directed by engineer incharge.
82P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material including dismentaling of existing flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc. complete for antiskit (upto 10 ton) (Ground floor)
83P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material including dismentaling of existing flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc. complete for antiskit (upto 10 ton) (First floor)
84Providing and fixing sandstone cladding for all heights with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to 12mm Thick Cement mortar sreed in CM ( 1:3 ) etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge.
85Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I.J. or L Hooks and nuts 8mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 mm thick sheet. (upto 10 ton)
86Extra for brick work in superstructure above plinth level upto floor two level (B)Conventional(A) Ground Floor
87Extra for brick work in superstructure above floor two levelItem No. 2(6.13) (B) Conventional (more than 10 ton) first floor
88Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every three course embedded in Cement Mortar in foundation and plinth (B) Conventional (upto 10 ton)All Floor
89Extra for half brick masonry in superstructure above plinth level upto floor two level.(B) Conventional (upto 10 ton)(A) Ground Floor
90Extra for half brick masonry in superstructure above plinth level upto floor two level.(B) Conventional (upto 10 ton)
91Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in (iii)Cement mortar 1:6 (1-cement:6-sand) All floor
92Providing material and labour for 12mmthickCEMENT PLASTERin Single Coat For plastering on Brick concrete wall surfaces for plasteringUPTO FLOOR TWO LEVEL finished even and smooth including curing etc. complete in C:M 1:3 (1 cement :3 fine sand) and finishing with floating coat of neat cement slurryAll Floor
93Providing material and labour for 6mm thickCEMENT PLASTERin single Coat For plastering on ceiling and soffits of stairs finished even and smooth including curing etc. complete in C:M 1:3 (1 cement :3 fine sand) and finishing with floating coat of neat cement slurry.(A) Ground Floor
94Providing material and labour for 6mm thickCEMENT PLASTERin single Coat For plastering on ceiling and soffits of stairs finished even and smooth including curing etc. complete in C:M 1:3 (1 cement :3 fine sand) and finishing with floating coat of neat cement slurry.(B) First Floor
95a) Application of Heritage surface Texture grit finish consisting of a two component system of dry granite and acrylic polymer bonding agent mixed in proportion specified by the manufacturers. Thickness of individual gridto vary between 150 to 180 mm microns and applied thickness of dry coating being 1.5 mm.(first layer rough plaster 12mm thickness,and last layer 8mm thicness)plaster thicness 20mm thicknessALL FLOOR UP TO HEIGHT OF BUILDING
96Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (A) 25mm thick (upto 10 ton)(A) Ground Floor
97Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (upto 10 ton)(A) Ground Floor
98Providing and laying Marbo Grenitetiles8 to 10 mm thick , 24"" x 24""in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement. (upto 10 ton)
99Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement. (upto 10 ton)(A) Ground Floor
100Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement. (upto 10 ton)(B) Firsrt Floor
101Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry (upto 10 ton)(A) Ground Floor
102Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry (upto 10 ton)(B) First Floor
103Distempeing (Two coats) with oil bound distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade, over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and alsoincluding preparing the surface even and sand papered smooth.All floor Internal wall & Ceiling
104Distempeing (Two coats) with oil bound distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade, over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and alsoincluding preparing the surface even and sand papered smooth.All floorCeiling
105Providing and fixing 35 mm thick shutters forDoors, windows and clerestory windowsincluding Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. (ii)Fully Panelled.All Floor
106Providing and fixing extruded aluminum window having extruded aluminum Colour anodized section frame main outer size 127mm x 38.10mm x 1.35mm (of Jindal Section no:2443,@ Wt.1.384 Kg/mt),horizontal Four track member size 122.20mm x 31.75mm x 1.10mm (of Jindal Section no:8787,@ Wt. 1.205 Kg/mt),vertical member of size 122.20mm x 31.75mm x 1.50mm (of Jindal Section no:8935,@ Wt. 1.398 Kg/mt) with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section no:8949 @ wt.of 0.456Kg/mt),vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section no:8947 @ wt.of 0.456Kg/mt/Section8948,@ Wt. 0.457 Kg/mt) with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.
107Applying general insecticide pest control treatment to floors ,cupboards,plinth,walls etc including labour material etc. complete. Using heptachloride 20 EC. As per 6113_pest Consentration Weight 0.50 percent is recommended one litre chemical emulison dillute with 39 litre of water will give . total dillute concrentration will be 40 litre inclusive of one litre chemical emulsion appication 0.5 /litre chemical/sqm of surface is recommended as per is including rate in plinth
108Providing and fixing five courses water profing treatment with bitumen felt consisting of second and fourth course of blown / bitumen or/ and residual bitumen applied hot at 1.2 kg.per Sq.M.of area for each course and first course with fibre base bitunensaturated under lay type land third course with fibre base self finishedfelt type 2 grade 1 and fifth and final course of stone grit 6mm and down size or pea sizes gravel spread at 0.008 Cu. Metre / Sq. metre includingpreparation of surface excluding grading complete. (upto 10 ton)
109Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15mm x 15 mm for top and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture, M.S. frame shall be covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 x 50 mm forming stiles, and 5mm thick 75mm wide PVC sheets for top rail, lock rail and bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, Panelling of 5 stiles and rails with 30mm wide x 5mm thick PVC sheet beading on eighter side, and joined together with solvent cement adhesive,. An additional 5mm thick PVC strip of 20mm width is to be stculk on the interior side of the ‘c’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer in charge, manufacture’s specification and drawing. All Floor
110Providing and fixing extruded aluminum window having extruded aluminum Colour anodized section frame main outer size 127mm x 38.10mm x 1.35mm (of Jindal Section no:2443,@ Wt.1.384 Kg/mt),horizontal Four track member size 122.20mm x 31.75mm x 1.10mm (of Jindal Section no:8787,@ Wt. 1.205 Kg/mt),vertical member of size 122.20mm x 31.75mm x 1.50mm (of Jindal Section no:8935,@ Wt. 1.398 Kg/mt) with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section no:8949 @ wt.of 0.456Kg/mt),vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section no:8947 @ wt.of 0.456Kg/mt/Section8948,@ Wt. 0.457 Kg/mt) with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.
111Providing and fixing in position S.S. hand rail in main stair case, landing ,balconies etc. in 2"(50mm) dia S.S. pipe 1.5mm thk. 304 grade resting on1"( 25 mm) S.S. pipe 1.5mm thk. 304 grade size S.S.304 grade square bars 10mm, of clear height 1meter placed at 30 cm c/c including making necessary hold fast fixture (10 mm square bars 22 cm long) embedded in staircase concrete for resting the S.S 304 grade . vertical square bars with holding etc. as per approved design and as required for the work including bending hand rail pipe to proper shape in curves with specials etc. complete ( Approved Makes -Tata/SAIL/Jindal/Essar/Bhushan Steel/Arecelor Mittal). Railing height is 1 M. as per approved by architect.COMPLETE EIC
112Applying general insecticide pest control treatment to floors ,cupboards,plinth,walls etc including labour material etc. complete. Using heptachloride 20 EC. As per 6113_pest Consentration Weight 0.50 percent is recommended one litre chemical emulison dillute with 39 litre of water will give . total dillute concrentration will be 40 litre inclusive of one litre chemical emulsion appication 0.5 /litre chemical/sqm of surface is recommended as per is including rate in plinth
113Providing and layingchina mosaic integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge. - With average thickness of 120 mm and minimum thickness at khurra as 65 mm. all complete as directed by engineer incharge.
114Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat cement finishing, watering etc. complete.
115Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm (Earthwork, bed concrete, foot reste and trap to be measured and paid for separately) (A) Vitreous China.(I) Long pattern = White colour All Floor
116Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets painted white including sutting holes and making good the same but excluding fittings.(A) Vitreous China:(ii) Flat Back washbasin 550 mm x v400mm size. (i) In white colour All Floor
117Providing and fixing C.P. brass waste for washbasin or sink. (A)32mmdia.All Floor
118Providing and fixing M.I. fisher union for washbasin or sink. (A) 32mm dia.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT All Floor
119Providing and fixing screw down bib taps of following size.(A) Brass screw down bib tap polishedbright.(i)15mm dia..(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT. All Floor
120Providing and fixing Gun metal check or non-return fullway wheel valve.(E) 40mm dia.All Floor
121Providing and fixing chromium plated, bottle trap with necessary couplings of approved quality for wash basin.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT. All Floor
122Providing and fixing ball cock of approved. quality as directed.(B) Abonite(ii) 50mm dia.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
123Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm. length.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
124Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water includingfittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.Pipe shall be fixed on the wall with the help ofclamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the samewith adhesive solvent, including cost of all materials.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
125Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water includingfittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.Pipe shall be fixed on the wall with the help ofclamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the samewith adhesive solvent, including cost of all materials.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
126Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water includingfittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.Pipe shall be fixed on the wall with the help ofclamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the samewith adhesive solvent, including cost of all materials.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
127Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water includingfittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.Pipe shall be fixed on the wall with the help ofclamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the samewith adhesive solvent, including cost of all materials.
128Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water includingfittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.Pipe shall be fixed on the wall with the help ofclamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the samewith adhesive solvent, including cost of all materials.
129Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage system pipe line,pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with adhesive solvent cement including cost of all materials.(Make specified as per appendix-1)
130Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage system pipe line,pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size 160 mm diametre x 210 mm length x 196 mm heigh at every 2000 mm center to center or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with adhesive solvent cement including cost of all materials.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
131Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm diameter with jali of the following nominal diameter of self cleansing design with C.I scread down or hinged grating including the cost of cutting and making good the walls.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
132Providing and laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded stone aggregate 40mm nominal size) bedding for stoneware pipes of following internal diameters with necessary formwork and curing complete.(B) 150mm dia. (166mm Ave.bed thickness)
133Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps.(A) 100mm x 100mm size P type. (upto 10 ton)
134Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete.(B) 150mm (more than 10 ton)
135Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm including 500mm x 450mm C.I. horizontal grating wih frame complete. (upto 10 ton)
136Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less than 35Kg.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
137Supplying and fixing C.I. cover 300mm x 300mm without frame for Gulley trap (Standard pattern) te weight of cover to be not less 4.53 Kg.) (upto 10 ton)(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
138Providing and fixing in position cowel went to pipes.(C) 100mm dia
139Providing & fixing PVC water tank such as Sintex or equivalent on terrace, loft as directed by Engineer incharge including loading, unloading at site, supply and fixing on inlet, air vent, overflow, wash out with necessary gasket / packing, washer, check nuts and padestal of 300 mm height made of brick work and plaster.(MAKE AS APPENDIXE-1)COMPLETE EIC/ARCHITECT
140(B) Providing sock pit of 5.00 Cu.M. Volume including excavating and filling brickbats with dry masonry workattopfor45cm.height including covering the top with stone including providing vatas in C.M. 1:3 with finishing curing etc. complete as directed. (upto 10 ton)
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