Housing Infrastructure Development Corporation Tender
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Housing Infrastructure Development Corporation - WBHIDCO Tender
Eprocure
Opening Date
27 Nov 2019Closing Date
4 Jan 2020Tender Amount
₹ 68,67,21,408Costs
EMD
₹ 50,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_HIDCO_245293_3Bid Award Id
ViewTender No
HIDCO/Sr.GM/Sw/NIT01/19-20Tender Authority
Housing Infrastructure Development Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
Depth upto 3 m (Lead Upto 5Km)
4588.89
-
189.6
Depth 3 m to 6 m (Lead Upto 5Km)
4175.89
-
197.6
Earthwork in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.
1205.575
-
161
Providing and laying plain cement concrete grade M15 in open foundation including centering, shuttering and any other temporary works for construction complete as per Drawings and Technical Specifications Section 1500, 1700 and 2100 and as directed by the Engineer.
228.188
-
5091.6
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering, as per drawing, technical specification section 1300 and as directed by the Engineer.
80.424
-
5542.96
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
1151.472
-
1173.08
Sub-Structure
-
-
-
Providing and laying in position Reinforced cement concrete in sub-structure complete including centering, shuttering, dewatering but excluding cost of reinforcement, all complete as per drawings, Technical Specification Sections 1500, 1700 and 2200 and as directed by the Engineer.
RCC Grade M35 of height upto 5m
1642.359
-
6250.3
Providing, laying & fixing in position HYSD (TMT) Fe 500 / Fe 500D grade reinforcement bars (as per IS:1786) in Sub-structure complete as per drawings, Technical Specifications Section 1600 & 2200 and as directed by the Engineer.
213.507
-
60295.03
Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works.
124.601
-
11826.49
Providing, fitting and fixing Mild Steel Railing complete as per drawing and Technical Specification (Reference to MORT&H's specifications 2703.2 & 1900).
70
-
2977.13
Super-Structure
-
-
-
Providing and laying in position Reinforced/Prestressed Cement Concrete for superstructure including centering, shuttering and any other temporary works for construction but excluding cost of reinforcemet, complete as per drawings, Technical Specification Sections 1500, 1700 and 2300 and as directed by the Engineer.
RCC M35 Grade of height upto 5m
Solid Slab Super Structure using Batching Plant, Transit Mixer and Concrete Pump
667.375
-
6647.3
Providing, laying & fixing in position HYSD (TMT) Fe 500 / Fe 500D grade reinforcement bars (as per IS:1786) in Super structure complete as per drawings, Technical Specifications Section 1600 & 2300 and as directed by the Engineer.
100.106
-
61213.03
Providing and laying bituminous concrete (BC) in wearing course using coarse aggregate, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix complete as per drawings, Technical Specification Clause 507 and as directed by the Engineer
Grading-2 with Bitumen Grade VG40
250.563
-
8384.13
Providing and applying tack coat with bitumen emulsion (Grade RS-1) complete as per drawings, Technical Specification Clause 503 and as directed by the Engineer. The quoted rate shall cover the provision of tack coat, at 0.2 kg per square metre, with the provision that the variation between this quantity and actual quantity of bitumen approved by the Engineer after the preliminary trials as per Technical Clause 503
On bituminous surface
2004.5
-
7.24
Mastic Asphalt (25 mm thickness)
Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2004.5
-
482.48
PCC M15 Grade leveling course below approach slab complete as per drawing, Technical specification section 1700, 2700 and as directed by the Engineer.
96.045
-
5091.6
Providing and laying in position Reinforced Cement Concrete of grade M30 in approach slabs including centering, shuttering, reinforcement and bituminous joint filler with joint sealing compound between approach slab and dirt wall complete as per drawings and Technical Specifications Sections 1500, 1600, 1700 and Clause 2704 and as directed by the Engineer.
199.5
-
13407.72
Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.
190
-
3840
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification clause 2604 and as directed by the Engineer.
190
-
259
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing, technical specifications clause 2604 and as directed by the Engineer.
190
-
189
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight complete as per drawing, technical specifications clause 2604 and as directed by the Engineer.
190
-
20
Miscellaneous
-
-
-
Painting with approved synthetic enamel paint Circular panel (upto 30cm dia.) or Rectangular panel (size 38cm to 30cm x 25cm to 20cm) including the Load classification number or the number of bridge or culvert painted there on in a different colour, complete as directed by Engineer-in-charge.
3824.738
-
55
Water Tight Expansion joints of Bason Engineering/SBM Bellows/Ameenji or Equivalent make
220.2
-
8000
PUP
-
-
-
Foundation
-
-
-
Earth work in excavation of foundation of structures by mechanical means (using excavator of suitable means) in all types of soil as per drawing and technical specification, including setting out, construction of shoring and bracing, pumping out of water, removal of stumps and other deleterious matter, trimming the sides of the trenches, leveling, dressing and ramming the bottom, backfilling with the excavation earth to the extent required and utilising the remaining earth locally for road work with all lead complete as per drawings, Technical Specification Clause 304 and Section 2100 and as directed by the Engineer.
-
-
-
Depth upto 3 m (Lead Upto 5Km)
9333.06
-
189.6
Depth 3 m to 6 m (Lead Upto 5Km)
8860.008
-
197.6
Earthwork in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.
2122.414
-
161
Providing and laying plain cement concrete grade M15 in open foundation including centering, shuttering and any other temporary works for construction complete as per Drawings and Technical Specifications Section 1500, 1700 and 2100 and as directed by the Engineer.
479.779
-
5091.6
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering, as per drawing, technical specification section 1300 and as directed by the Engineer.
272.315
-
5542.96
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
2448.144
-
1173.08
Sub-Structure
-
-
-
Providing and laying in position Reinforced cement concrete in sub-structure complete including centering, shuttering, dewatering but excluding cost of reinforcement, all complete as per drawings, Technical Specification Sections 1500, 1700 and 2200 and as directed by the Engineer.
RCC Grade M35 of height upto 5m
2332.413
-
6250.3
Providing, laying & fixing in position HYSD (TMT) Fe 500 / Fe 500D grade reinforcement bars (as per IS:1786) in Sub-structure complete as per drawings, Technical Specifications Section 1600 & 2200 and as directed by the Engineer.
279.89
-
60295.03
Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works.
92.318
-
11826.49
Floor Tiles In Bottom Slab
Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc.[White cement and Pigment to be supplied by the Agency]
(a) With Makrana plain pink / Adranga Pink / Garbh Gulabi Udaypur pink / Udaypur Green / Black Bhaslana
(iii) Area of each Slab/tile exceeding 0.60 sq.m but not exceeding 1.00 sq.m.
2051.5
-
1923
Wall Tiles
Supplying, fitting, fixing marble slab/tiles, 15 mm. to 18 mm. thick in dado / wall
[White cement, Pigment to be supplied by the Agency]
(a) With Makrana plain pink / Adranga Pink / Garbh Gulabi Udaypur pink / Udaypur Green / Black Bhaslana
(iii) Area of each Slab/tile exceeding 0.60 sq.m but not exceeding 1.00 sq.m.
1962.441
-
2055
Super-Structure
-
-
-
Providing and laying in position Reinforced/Prestressed Cement Concrete for superstructure including centering, shuttering and any other temporary works for construction but excluding cost of reinforcemet, complete as per drawings, Technical Specification Sections 1500, 1700 and 2300 and as directed by the Engineer.
RCC M35 Grade of height upto 5m
Solid Slab Super Structure using Batching Plant, Transit Mixer and Concrete Pump
1191.398
-
6647.3
Providing, laying & fixing in position HYSD (TMT) Fe 500 / Fe 500D grade reinforcement bars (as per IS:1786) in Super structure complete as per drawings, Technical Specifications Section 1600 & 2300 and as directed by the Engineer.
166.796
-
61213.03
Miscellaneous
-
-
-
Painting with approved synthetic enamel paint Circular panel (upto 30cm dia.) or Rectangular panel (size 38cm to 30cm x 25cm to 20cm) including the Load classification number or the number of bridge or culvert painted there on in a different colour, complete as directed by Engineer-in-charge.
2752.74
-
55
Water Tight Expansion joints of Bason Engineering/SBM Bellows/Ameenji or Equivalent make
130.2
-
8000
Road Part
-
-
-
Dismantling
-
-
-
Dismantling of flexible pavements and disposal of dismantled materials up to any lead, stacking serviceable and unserviceable materials separately
(Reference to MoRT&H's specification clause 202)
By Mechanical Means
-
-
-
Bituminous course
5285.5
-
277
Granular courses
20460
-
277
Earthwork
-
-
-
Roadway excavation necessary for construction of roadway in all types of soil with hydraulic excavator of required capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal complete with all lift and lead as per drawings and Technical Specification Clause 301.
Lead Upto 5KM
7838
-
179.9
Providing and construction of Embankment with approved material obtained from Roadway Cutting and excavation from drain and foundation of other structures graded as per drawing and compacted to meet requirement of table 300-2 and as per technical specification clause 305.
7000
-
289.9
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
16289.23
-
1173.08
Sub-Base, Base ( Non- Bituminous)
-
-
-
Providing and construction of Granular Sub-Base (GSB), by plant mix method using crushed aggregate materials conforming to grading V of Tables 400-1, compacting with vibratory roller to achieve the desired density, complete as per Drawings and Technical Specification Clause 401 and as directed by the Engineer.
5800.3
-
3366.9
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MORT&H (5th Revision).
I)Grading-I Aggregate (53 mm to 22.40 mm) Using Stone Screening Type B (11.2 mm)
A.Mechanical Means.
5834.16
-
2722.03
Pavement (Bituminous & Rigid)
-
-
-
Providing and applying prime coat over WBM layer using bitumen emulsion (Grade SS-1) as per drawings, Technical Specifications Clause 502 and as directed by the Engineer. The quoted rate shall cover provision of prime coat at 0.6 kg per square metre , with provision that adjustment, plus or minus, for the variation between this quantity and the actual quantity approved by the Engineer after the preliminary trials as per Technical Specification clause 502 and as directed by the Engineer.
22750.5
-
19.31
Providing and applying tack coat with bitumen emulsion (Grade RS-1) complete as per drawings, Technical Specification Clause 503 and as directed by the Engineer. The quoted rate shall cover the provision of tack coat, at 0.2 kg per square metre, with the provision that the variation between this quantity and actual quantity of bitumen approved by the Engineer after the preliminary trials as per Technical Clause 503 On bituminous surface
45501
-
7.24
Providing and laying dense graded bituminous macadam (DBM) using coarse aggregate, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix complete as per drawings, Technical Specification Clause 505 and as directed by the Engineer. Grading 2 with Bitumen Grade VG40
2616.31
-
7648.82
Providing and laying bituminous concrete (BC) in wearing course using coarse aggregate, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix complete as per drawings, Technical Specification Clause 507 and as directed by the Engineer
Grading-2 with Bitumen Grade VG40
910.02
-
8384.13
Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
(As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision).
532.13
-
3310.79
Cement Concrete Pavement (laying manually)
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD.
825
-
9680.04
HDPE (High Density Polyethylene) Based Homogenous HDPE Membrane, polyester reinforced and vapor permeable, plant root resistant HDPE Waterproofing Membranes
4482.5
-
1000
40mm thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20mm nominal size) with water proofing compound of aproved brand @0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slury coat complete.
4482.5
-
297
Utility & Protection Work
-
-
-
Retaining Wall
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304).
Mechanical Means in Ordinary soil Depth upto 3 m
2800.62
-
189.6
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
1959.58
-
1173.08
Providing and laying plain cement concrete grade M15 in open foundation complete as per Drawings and Technical Specifications Section 1500, 1700 and 2100 and as directed by the Engineer.
188.58
-
5091.6
Providing and laying RCC M30 grade in open foundation excluding cost of reinforcement complete as per drawing or Technical Specification Section 1500, 1700 and 2100 and as directed by the Engineer.
668.78
-
5819.13
Providing, laying & fixing in position HYSD (TMT) Fe 500 / Fe 500D grade reinforcement bars (as per IS:1786) in foundation complete as per drawings, Technical Specifications Section 1600 and as directed by the Engineer.
80.25
-
60162.03
Providing and laying RCC M30 grade in wall excluding cost of reinforcement complete as per drawing or Technical Specification Section 1500, 1700 and 2100 and as directed by the Engineer.
981.02
-
6126.13
Providing, laying & fixing in position HYSD (TMT) Fe 500 / Fe 500D grade reinforcement bars (as per IS:1786) in Sub-Structure complete as per drawings, Technical Specifications Section 1600 and as directed by the Engineer.
117.72
-
60295.03
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
B) Sandy material
4057.71
-
1611
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering, as per drawing, technical specification section 1300 and as directed by the Engineer.
368.928
-
5542.96
Painting with approved synthetic enamel paint Circular panel (upto 30cm dia.) or Rectangular panel (size 38cm to 30cm x 25cm to 20cm) including the Load classification number or the number of bridge or culvert painted there on in a different colour, complete as directed by Engineer-in-charge.
1805.25
-
55
Reinforced Cement Concrete Crash Barrier - M40
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge, all as specified.
512.4
-
7161.48
RCC M30 Friction Slab
Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications.
485.24
-
6607.13
Water Tight Expansion joints of Bason Engineering/SBM Bellows/Ameenji or Equivalent make
70.6
-
8000
Stair
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304).
Mechanical Means in Ordinary soil Depth upto 3 m
-
-
-
Depth upto 3 m (Lead Upto 5Km)
3414.55
-
189.6
Depth 3 m to 6 m (Lead Upto 5Km)
2787.33
-
197.6
Earthwork in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.
921.73
-
161
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering, as per drawing, technical specification section 1300 and as directed by the Engineer.
111.209
-
5542.96
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
813.2
-
1173.08
Providing and laying plain cement concrete grade M15 in open foundation complete as per Drawings and Technical Specifications Section 1500, 1700 and 2100 and as directed by the Engineer.
245.42
-
5091.6
Providing and laying RCC M30 grade in open foundation excluding cost of reinforcement complete as per drawing or Technical Specification Section 1500, 1700 and 2100 and as directed by the Engineer.
2303.98
-
6250.3
Providing, laying & fixing in position HYSD (TMT) Fe 500 / Fe 500D grade reinforcement bars (as per IS:1786) in foundation complete as per drawings, Technical Specifications Section 1600 and as directed by the Engineer.
230.398
-
60295.03
Escalator of Schindler/LT Elevator/Toshiba or Equivalent Make
-
-
-
Escalator (4.65 m height)
12
-
3380469.18
Escalator (5.55 m height)
10
-
4691525.44
Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)
209.52
-
5974
Painting with approved synthetic enamel paint Circular panel (upto 30cm dia.) or Rectangular panel (size 38cm to 30cm x 25cm to 20cm) including the Load classification number or the number of bridge or culvert painted there on in a different colour, complete as directed by Engineer-in-charge.
736.103
-
55
Floor Tiles In stair
Supplying fitting and fixing 15 to 18 mm thick Marble slab/Tile in riser of step or skirting (upto 300 mm ht) over 15mm (avg) thick base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/ Sq.m at back side of marble and jointed with white cement slurry @ 2.2 kg/ Sq.m with necessary pigments including grinding and Granite Polishing. [White cement and Pigment to be supplied by the Agency]
(a) With Makrana plain pink / Adranga Pink / Garbh Gulabi Udaypur pink / Udaypur Green / Black Bhaslana
(i) Area of each Slab/tile upto 0.3 sq.m.
773.428
-
1597
Wall Tiles
Supplying, fitting, fixing marble slab/tiles, 15 mm. to 18 mm. thick in dado / wall
[White cement, Pigment to be supplied by the Agency]
(a) With Makrana plain pink / Adranga Pink / Garbh Gulabi Udaypur pink / Udaypur Green / Black Bhaslana
(iii) Area of each Slab/tile exceeding 0.60 sq.m but not exceeding 1.00 sq.m.
1346.134
-
2055
Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.
257.186
-
3270
Median & Footpath
-
-
-
Cast in Situ Cement Concrete M20 Kerb
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.)
3147
-
272.28
Construction of Median and Islandwith soil Taken from Borrow Areas
Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
5120.96
-
231
Mild Steel Railing Complete
900
-
2977.13
Dismaltling of Existing Structure (Existing Footpath to be diamntle)
ii) By Mechanical Means
2970
-
773
Construction of foothpath / separator by providing a 150mm compacted granular sub base as per clause 401 followed by 25mm thick cement concrete grade (1:2:4) over laid with pre-cust concrete tiles in cement mortar 1:3 including provission of all drainage arrangement but excluding kerb channel and as per cluse 410 of Specification for Road & Bridge Works of MoRT&H.
2700
-
1452
Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart,including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm
9000
-
20.2
Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc.
9000
-
60.3
TRAFFIC SIGNS MARKING AND OTHER ROAD APPURTENANCES
-
-
-
Providing and laying of road marking with hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes (Reference to MORT&H's specification 803).
1240
-
584
Painting on concrete surface Providing and applying 2 coats of cement washing with admixture of pigment if necessary as directed by Engineer-in-charge to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and using cement @ 2.50 kg per 10 sqm. of surface.
300
-
18.3
Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.
168
-
386
Road Markers/Road stud with lense reflector Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.
434
-
255
WATER PROOFING FOR VUP of Dr. Fixit/Sika/FOSROC or Equivalent Make
-
-
-
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2
(1 cement : 2 fine sand)
i) Along construction joint-G.I./M.S. nozzles are to be provided@ 1 m interval
380
-
59.5
HDPE (High Density Polyethylene) Based Homogenous HDPE Membrane, polyester reinforced and vapor permeable, plant root resistant HDPE Waterproofing Membranes
2114.7
-
1000
WaterProfing in Concrete by Admixture
Corrosion resistant-Makes concrete more cohesive, hence protects steel better against corrosion, Compatibility – Being a liquid, easily dispersible & compatible with concrete/mortar mixes. Permeability – It reduces the permeability of water into concrete. Strength – The setting time and compressive strength of the concrete remains within the specification limits. Shrinkage – Reduces shrinkage crack development in plaster & concrete. Workability – Improves workability of freshly mixed cement concrete. Durability – Increases durability by improving waterproofing of concrete, Using Dr Fixit 50 kg Pidiproof LW+ or approved brand
LW+ should be used in concrete, plaster and mortar in all the areas of house. Mix 200 ml of LW+ with every 50 kg bag of cement.
58
-
5150
WATER PROOFING FOR RETAINING WALL of Dr. Fixit/Sika/FOSROC or Equivalent Make
-
-
-
HDPE (High Density Polyethylene) Based Homogenous HDPE Membrane, polyester reinforced and vapor permeable, plant root resistant HDPE Waterproofing Membranes
2169.9
-
1000
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2
(1 cement : 2 fine sand)
i) Along construction joint-G.I./M.S. nozzles are to be provided@ 1 m interval
1024.8
-
59.5
WaterProfing in Concrete by Admixture
Corrosion resistant-Makes concrete more cohesive, hence protects steel better against corrosion, Compatibility – Being a liquid, easily dispersible & compatible with concrete/mortar mixes. Permeability – It reduces the permeability of water into concrete. Strength – The setting time and compressive strength of the concrete remains within the specification limits. Shrinkage – Reduces shrinkage crack development in plaster & concrete. Workability – Improves workability of freshly mixed cement concrete. Durability – Increases durability by improving waterproofing of concrete, Using Dr Fixit 50 kg Pidiproof LW+ or approved brand
LW+ should be used in concrete, plaster and mortar in all the areas of house. Mix 200 ml of LW+ with every 50 kg bag of cement.
34
-
5150
WATER PROOFING FOR PUP of Dr. Fixit/Sika/FOSROC or Equivalent Make
-
-
-
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2
(1 cement : 2 fine sand)
i) Along construction joint-G.I./M.S. nozzles are to be provided@ 1 m interval
1492
-
59.5
HDPE (High Density Polyethylene) Based Homogenous HDPE Membrane, polyester reinforced and vapor permeable, plant root resistant HDPE Waterproofing Membranes
8094.1
-
1000
WaterProfing in Concrete by Admixture
Corrosion resistant-Makes concrete more cohesive, hence protects steel better against corrosion, Compatibility – Being a liquid, easily dispersible & compatible with concrete/mortar mixes. Permeability – It reduces the permeability of water into concrete. Strength – The setting time and compressive strength of the concrete remains within the specification limits. Shrinkage – Reduces shrinkage crack development in plaster & concrete. Workability – Improves workability of freshly mixed cement concrete. Durability – Increases durability by improving waterproofing of concrete, Using Dr Fixit 50 kg Pidiproof LW+ or approved brand
LW+ should be used in concrete, plaster and mortar in all the areas of house. Mix 200 ml of LW+ with every 50 kg bag of cement.
125
-
5150
WATER PROOFING FOR STAIR of Dr. Fixit/Sika/FOSROC or Equivalent Make
-
-
-
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2
(1 cement : 2 fine sand)
i) Along construction joint-G.I./M.S. nozzles are to be provided@ 1 m interval
110
-
59.5
HDPE (High Density Polyethylene) Based Homogenous HDPE Membrane, polyester reinforced and vapor permeable, plant root resistant HDPE Waterproofing Membranes
3356.06
-
1000
WaterProfing in Concrete by Admixture
Corrosion resistant-Makes concrete more cohesive, hence protects steel better against corrosion, Compatibility – Being a liquid, easily dispersible & compatible with concrete/mortar mixes. Permeability – It reduces the permeability of water into concrete. Strength – The setting time and compressive strength of the concrete remains within the specification limits. Shrinkage – Reduces shrinkage crack development in plaster & concrete. Workability – Improves workability of freshly mixed cement concrete. Durability – Increases durability by improving waterproofing of concrete, Using Dr Fixit 50 kg Pidiproof LW+ or approved brand
LW+ should be used in concrete, plaster and mortar in all the areas of house. Mix 200 ml of LW+ with every 50 kg bag of cement.
82
-
5150
DRAINAGE & PIT (NON CIVIL ITEMS)
-
-
-
FOR VUP
-
-
-
Supply, fittings and fixing of Dewatering submersible type pump set including electric motor of 4000 liter per minute capacity, 10 mwc head with 15 kw rated motor including supply and installation of automation star delta panel and water level sensor, complete with all electrics
2
-
211000
Supply, fittings and fixing of DN 200 Pipe (219.1 mm OD and 4.5 mm thk, as per IS:3589, medium) with all necessary accessories, specials like bend, tee, union, cross, elbow, nipple, long screw, reducing socket, short piece, etc. (as applicable) fitted with clamps complete in all respect including cost of all necessary fittings as required, jointing materials, welding materials and accessories, two coats of painting with approved paint in any position under tunnel as exposed work
12
-
1800
Supply, fittings and fixing of DN 200 Pipe (219.1 mm OD and 4.5 mm thk, as per IS: 3589, medium) with all necessary accessories, specials like bend, tee, union, cross, elbow, nipple, long screw, reducing socket, short piece, etc. (as applicable), cutting trenches upto 1.5 meter below surface in all sorts of soil and refilling as directed, with wrapping and coating with anti corrosive tape, complete in all respect including cost of all necessary fittings as required, jointing materials, welding materials and accessories, under ground as buried work
110
-
2200
Supply and fixing of DN 200CI Sluice gate valve with flanged end drilled to as per IS: 1358/62 and having all cast iron components as per IS: 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT 4per sq. cm. Spindle nut valveand seat faces of hard wear resisting conforming to IS: 780/71, tested to 16 kg per sq. cm. painted as per directive, valve opening to anticlockwise direction, with supply of fixing material complete
2
-
26400
Supply and fixing of DN 200 Cast steel swing check valve with Cromium disc, flanged as per BS; 1868 with minimum pressure rating 10 kg per sq. cm.with supply of all fixing material complete
2
-
28600
Supply, fitting and fixing of 150 mm dial pressure gauge with supply of ½” CS welded socket, 4 mm long ½” NPT (M) and NPT (F), CS nipples, ½” Ball valve, 3 way gauge cock with all other necessary tubes and accessories, complete in all respect
2
-
7500
FOR PUP
-
-
-
Supply, fittings and fixing of Dewatering submersible type pump set including electric motor of 400 liter per minute capacity, 10 mwc head with 2.2 kw rated motor including supply and installation of automation star delta panel and water level sensor, complete with all electrics
4
-
128250
Supply, fittings and fixing of DN 80 Pipe (89.5 mm OD and 4.0 mm thk, as per IS: 1239 Part-I) with all necessary accessories, specials like bend, tee, union, cross, elbow, nipple, long screw, reducing socket, short piece, etc. (as applicable) fitted with clamps complete in all respect including cost of all necessary fittings as required, jointing materials, welding materials and accessories, two coats of painting with approved paint in any position under tunnel and on ground as exposed work
36
-
838
Supply and fixing of CI Sluice gate valve DN 80 with flanged end drilled to as per IS: 1358/62 and having all cast iron components as per IS: 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT 4per sq. cm. Spindle nut valveand seat faces of hard wear resisting conforming to IS: 780/71, tested to 16 kg per sq. cm. painted as per directive, valve opening to anticlockwise direction, with supply of fixing material complete
4
-
4050
Supply and fixing of Cast steel swing check valve DN 80 with Cromium disc, flanged as per BS; 1868 with minimum pressure rating 10 kg per sq. cm.with supply of all fixing material complete
4
-
5150
Supply, fitting and fixing of 150 mm dial pressure gauge with supply of ½” CS welded socket, 4 mm long ½” NPT (M) and NPT (F), CS nipples, ½” Ball valve, 3 way gauge cock with all other necessary tubes and accessories, complete in all respect
4
-
7500
DRAINAGE & PIT (CIVIL ITEMS)
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304).
Ordinary soil , Mechanical Means
Depth upto 3 m
146.96
-
189.6
Providing and laying plain cement concrete grade M15 in open foundation complete as per Drawings and Technical Specifications Section 1500, 1700 and 2100 and as directed by the Engineer.
7.26
-
5091.6
Providing and laying RCC M30 grade in wall excluding cost of reinforcement complete as per drawing or Technical Specification Section 1500, 1700 and 2100 and as directed by the Engineer.
51.48
-
6126.13
Providing, laying & fixing in position HYSD (TMT) Fe 500 / Fe 500D grade reinforcement bars (as per IS:1786) in Sub-Structure complete as per drawings, Technical Specifications Section 1600 and as directed by the Engineer.
4.12
-
60295.03
Heavy Duty Grating Cover of Omkar Eshwar Engineering/Ferrotech/Parmer Industries or equivalent make
8.05
-
13000
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (F) 600 mm dia
300
-
2711
VUP & PUP LIGHTING INSTALLATION
-
-
-
Main Switches :
Supplying and fixing of Sheet steel Main Switches on flat iron frame on wall (63A, 415V TPN with fuse on L&N) Make: HPL/Havells/Standard
1
-
3569
FEEDER PILLAR
SITC of “External lighting feeder pillar made of 2.0 mm thick sheet steel enclosure with IP-65 class of protection, mounted on PCC pedestal. The rate shall be inclusive of civil works and all other mounting accessories as required, Cable entry or exit shall be from bottom (Refer to SLD for Feeder Pillar)
1
-
47730.26
MV CABLE Supply
-
-
-
Supply of 1.1 KV 3C x 1.5 Sqmm PVC insulted (FRLS) Cu. Flexible cable.
240
-
52.65
Supply of 1.1KV 3Cx2.5 sqmm PVC Insulated (FRLS) Cu. Flexible cable.
1320
-
85.15
Supply of 1.1KV 4Cx2.5 sqmm PVC Insulated (FRLS) Cu. Flexible cable.
1020
-
112.72
Supply of 1.1KV 3Cx10 sqmm XLPE Armoured Al. cable.
720
-
105.2
Supply of 1.1KV 4Cx10 sqmm XLPE Armoured Al. cable.
720
-
116.02
Supply of 1.1KV 4Cx25 sqmm XLPE Armoured Al. cable.
384
-
181.02
Laying on Wall / surface with Saddles / clamps: Laying of cable upto 3/4 core 25 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and
painting
120
-
60
Laying through RCC/Hume/GI Pipe: Laying only Cable upto 50 sqmm through existing RCC/Hume/ GI Pipe/open masonary trench for single, 2, 3, 3½ & 4 core
3096
-
43
Laying through Underground Trech: Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed
1104
-
162
Compression Glands: Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below :
-
-
-
For 3 core- Upto 10 sqmm
384
-
115
For 4 core- Upto 4 sqmm
209
-
115
For 4 core- Upto 10 sqmm
22
-
132
For 4 core- Upto 25 sqmm
5
-
162
Finishing cable ends: Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials :
-
-
-
Upto 4C x 10 sqmm
29
-
67
Upto 4C x 25 sqmm
5
-
115
Finishing Copper Wire ends: Finishing of the PVC insulated wire ends by socketting with pin/ ring type copper sockets and insulated tapes etc., including supplying sockets, tapes.
-
-
-
upto 2.5 sqmm
1356
-
6
upto 4.0 sqmm
564
-
7
SUPPLY & FIXING GI MODULAR BOXES, SWITCHES ETC: Supplying & Fixing GI Modular Switch Board of the following sizes complete with three no. suitable size Copper bar with holes (for Ph, N & E) fixed on bakelite/Hard Rubber insulator over the MS welded chairs incl. top cover flushed in wall for housing the board after cutting the brick wall incl. making earthing attachment, painting and mending good damages to building works
3-4 Module .
14
-
261
Supply & Fixing 240V, 6A Modular type switch (Brand approved by EIC) on existing GI Modular type switch board having top cover plate and making necessary connections as required .
14
-
82
Supply & Fixing 240 V, 6A, 5 pin Modular type plug socket (Brand approved by EIC), without switch & plug top, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc.
14
-
120
Supply & Fixing of 1NO BLANK PLATE.(1M)
14
-
22.55
INDOOR & OUTDOOR TYPE LUMINAIRE
-
-
-
Supply of Wall/Surface mounted LED Tube light fixture IP-66 with 1X20W lamp. (CROMPTON-IPFC111LT8-16 + LGT8-20-865/ PHILIPS/ BAJAJ/ HAVELLS) [For PUPs]
120
-
1521.7
Supply of outdoor type LED light fixture IP-65 with 45W lamp. (CROMPTON-LSTS-45-CDL-1/ PHILIPS/ BAJAJ/ HAVELLS) [For VUP]
67
-
3097.6
Fixing only single/twin fluorescent light fitting complete with all accessories directly on wall/ceiling/HW round block and suitable size of MS fastener
120
-
100
Fixing only outdoor / street light type fluorescent light fitting or MV light fitting complete with all accessories to be fixed /projected from the wall of the building incl. making holes/providing clamping arrangement & necy. GI reducer as required. S&F 40 mm GI pipe (ISI-Medium) quality 1.5 mts. average length having suitable bend S&F necy. length of 1.5 sqmm PVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall incl. painting etc.
67
-
807
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below:
By TATA-Medium GI pipe .
3
-
1524
Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos. 12 mm dia holes on the GI pipe.
3
-
915
Extra for treatment of soil by using salt & charcoal or coke for plate electrode.
3
-
531
Connecting the equipments body to earth busbar including S & F 25 mm x 6 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.
36
-
138
MS CONDUIT: Supplying and fixing of 25mm sizes of steel conduit (MMS) along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
-
-
-
20 mm
1020
-
146
25 mm
2700
-
165
Supplying & Fixing sheet metal inspection box (16 SWG) of the following sizes flushed in wall by housing the same after cutting brick wall incl. making earthing attachment, painting and mending good damages to building works
150 mm x 100 mm x 65 mm
204
-
143
Supply & Fixing bakelite / perspex top cover on existing Inspection board by Brass screws
150 mm x 100 mm x 65 mm
204
-
35
Supply & Fixing of 30A, 4 Way terminal Connector, 440V grade including all accessories.
204
-
65
GI Pipe Protection: Supplying & fixing medium gauge GI Pipe ( ISI-Medium) Protection with necessary fittings and jointing metarials as required
-
-
-
40 mm dia
144
-
246
65 mm dia
60
-
416
GI FLEXIBLE CONDUIT: Supplying and fixing of 19mm sizes of GI Flexible conduit (MMS) along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
120
-
47
Supplying and fixing of 16A DP, 240 V MCB Isolator on din rail of existing DBs and necessary connection (Legrand).
10
-
322
Supplying and fixing of 2 way MCB Sheet Steel enclosure with IP-20/30 protection, powder coated provision for two/four pole MCB, concealed in wall after cutting the wall & mending good the damages to original finish incl. painting, connection & provision for earthing attachment
10
-
270
Supply, installation, Testing and commissioning of
1500VA ONLINE Inverter and 2 nos 12V, 150AH output (Exide IT 500 GEL 150AH) Maintenance free Batteries with AC & DC control cable including all accessories.
5
-
53317
Supply and fixing of MS structure with galvanised MS flat & angle for battery & Inverter stand etc as required with paint.
960
-
120
VENTILATION
-
-
-
Mechanical Ventilation System for PUP Area
-
-
-
For Newtown, CD Block / School
-
-
-
SISW C. Fan cap.- 33000 cmh @ 65 mmwg, with Isolator
2
-
250000
Motor:11 KW/4P.
2
-
40000
Air Intake louver with bird screen
10.78
-
2580
Outlet damper (manual) - 958 X 958 mm
2.2
-
4000
S. A. Grille With VCD (size 300 X 300 mm)
88
-
450
Inlet flexible connection (Round) - 1.08 m
3
-
14400
Outlet flexible connection (Square) -0.91 m2
3
-
12000
HDPE Filter (610X 610 X 50).
27
-
850
Filter frame.
10.78
-
3000
Fan connecting pices
19.58
-
1000
G. I.Duct-20 g.(120 GSM)
7.92
-
700
Duct Support. With painting
1.98
-
65000
Duct Stifner & Flanges (30 % of duct weight).
2.2
-
65000
Strater Panel with cable and required Instrument
3
-
64250
For Towards Airport
-
-
-
SISW C. Fan cap.- 30000 cmh @ 65 mmwg, with Isolator
2
-
200000
Motor:11 KW/4P.
2
-
40000
Air Intake louver with bird screen
10.78
-
2580
Outlet damper (manual) - 952 X 952 mm
2.2
-
4000
S. A. Grille With VCD (size 300 X 300 mm)
80
-
450
Inlet flexible connection (Round) - 1.08 m
3
-
14400
Outlet flexible connection (Square) -0.91 m2
3
-
12000
HDPE Filter (610X 610 X 50).
27
-
850
Filter frame.
10.78
-
3000
Fan connecting pices
19.58
-
1000
G. I.Duct-20 g.(120 GSM)
7.7
-
700
Duct Support. With painting
1.98
-
65000
Duct Stifner & Flanges (30 % of duct weight).
2.2
-
65000
Strater Panel with cable and required Instrument
3
-
64250
For Towards Unitech
-
-
-
SISW C. Fan cap.- 20000 cmh @ 65 mmwg, with Isolator
2
-
150000
Motor:7.5 KW/4P.
2
-
21000
Air Intake louver with bird screen
6.82
-
2580
Outlet damper (manual) - 758 X 758 mm
1.32
-
4000
S. A. Grille With VCD (size 300 X 300 mm)
58
-
450
Inlet flexible connection (Round) - 0.88 m
3
-
14400
Outlet flexible connection (Square) -0.61 m2
3
-
12000
HDPE Filter (610X 610 X 50).
20
-
850
Filter frame.
8.14
-
3000
Fan connecting pices
19.58
-
1000
G. I.Duct-20 g.(120 GSM)
4.4
-
700
Duct Support. With painting
1.32
-
65000
Duct Stifner & Flanges (30 % of duct weight).
1.54
-
65000
Strater Panel with cable and required Instrument
3
-
58456
For Towards Technopolis
-
-
-
SISW C. Fan cap.- 26000 cmh @ 65 mmwg, with Isolator
2
-
200000
Motor:9.3 KW/4P.
2
-
42000
Air Intake louver with bird screen
7.26
-
2580
Outlet damper (manual) - 958 X 958 mm
2.2
-
4000
S. A. Grille With VCD (size 300 X 300 mm)
71
-
450
Inlet flexible connection (Round) - 0.98 m
3
-
14400
Outlet flexible connection (Square) -0.76 m2
3
-
12000
HDPE Filter (610X 610 X 50).
20
-
850
Filter frame.
8.14
-
3000
Fan connecting pices
19.58
-
1000
G. I.Duct-20 g.(120 GSM)
5.72
-
700
Duct Support. With painting
1.76
-
65000
Duct Stifner & Flanges (30 % of duct weight).
2.2
-
65000
Strater Panel with cable and required Instrument
3
-
59875
Mechanical Ventilation System for VUP Area
-
-
-
VS -Tunnel
-
-
-
SISW C. Fan cap.- 70000 cmh @ 60 mmwg, with Isolator
2
-
400000
Motor:22 KW/4P.
2
-
60500
Air Intake louver with bird screen
22.2
-
2580
Outlet damper (manual) - 1394 X 1394 mm
4
-
4000
S. A. Grille With VCD (size 640 X 640 mm)
38
-
450
Inlet flexible connection (Round) - 1.6 m
2
-
14400
Outlet flexible connection (Square) -2.0 m2
2
-
12000
HDPE Filter (610X 610 X 50).
54
-
850
Filter frame.
22.2
-
3000
Fan connecting pices
0.4
-
1000
G. I.Duct-18 g.(120 GSM)
1.3
-
800
G. I.Duct-20 g.(120 GSM)
14.6
-
700
Duct Support. With painting
2.7
-
65000
Duct Stifner & Flanges (30 % of duct weight).
4.8
-
65000
Strater Panel with cable and required Instrument
2
-
95485
Total Installation Price for ventilation system
1
-
856418.16
FIRE PROTECTION SYSTEM
-
-
-
Supply and Fixing of ABC type fire extinguishers as per IS:13849 complete with all accessories with initial fill.
6 Kgs Capacity.
35
-
6400
Supply and Fixing of CO2 fire extinguishers as per IS:2878/1976 complete with all accessories with initial fill.
4.5 Kgs Capacity
35
-
8300
Supply and Fixing of "Mechanical Foam" fire extinguishers complete with all accessories with initial fill.
9 Lit Capacity
10
-
16600
Polycarbonate Sheet over Shed for VUP of Bare Galvalume/Danpalon/GWX or equivalent make
-
-
-
Polycarbonate Shed
4097.5
-
1200
Structural Steel
169.8
-
103994.53
Polycarbonate Sheet over Shed for PUP of Bare Galvalume/Danpalon/GWX or equivalent make
-
-
-
Polycarbonate Shed
934.395
-
1200
Structural Steel
30
-
103994.53
Sheet Pile for VUP & Retaining Wall of Shunli Steel Group/Hambro Tech India Pvt. Ltd/DTL Ancluaries Limited or equivalent make
-
-
-
Rent, Transportation cost of Plate, Installation & Extraction & Anchorage
866.25
-
61200
Sheet Pile for PUP & Stair of Shunli Steel Group/Hambro Tech India Pvt. Ltd/DTL Ancluaries Limited or equivalent make
-
-
-
Rent, Transportation cost of Plate, Installation & Extraction & Anchorage
1370.69
-
61200
CC TV
-
-
-
IP Bullet Camera:10-20 mtr IR distance,PoE supported,3.6mm fix lence automatic day-night.1.28"C mos sensor,28 lux all format supported.
38
-
18000
IP Bullet Camera:30-40 mtr IR distance,PoE supported,3.6mm fix lence automatic day-night.1.28"C mos sensor,28 lux all format supported.
20
-
32000
NVR-64 Chanel: Compression-H-164,6-8sata inerface,Network by ethernet,all format supported,HDMI/serial port interface,Audio vedio port ,real time & storage.
2
-
96000
Hard Disk: All data interface supported, real time & storage.
5
-
44000
PoE Switch : 16 port,Semi managrd,poe,rated power supply for cera,2sfp port,gigabyte.
8
-
24000
Network Switch: 16 port,Semi managrd,poe,rated power supply for cera,2sfp port,gigabyte.
2
-
18000
Mediaconverter Accessories.
15
-
13000
RJ45: Network by ethernet.
120
-
10
Computer with VMS: 8GB RAM,2.6 HTZ Processor,1TB storage with OS, supporting vms,Internet explorer, DVD writer & others, All chanel recording, real time&live,analyrics,remote view,playback,live streaming,Graphics & control.
2
-
200000
Display 32" with cable .
3
-
40000
UPS Power 2KVA
2
-
50000
6U-Rack: Full loaded with fan,power port,patch panel & cable manager.
2
-
5700
9U-Rack: Full loaded with fan,power port,patch panel & cable manager.
2
-
7500
CAT6 Cable.
2400
-
35
6 Fibre Optical.
960
-
30
CC TV (Civil Item)
-
-
-
Earth work in excavation of foundation trenches or drains. In all sorts of soil (including mixed soil but excluding laterite or sandstone) including removeing. Spreading or stacking the spils within a lead of 75 m. as directed. The item includes necessary trimming the side of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of foundation upto 1500mm
21.78
-
119.27
Earth work & filling in foundation trenches or plinth with good earth in layers not exceeding 150mm. Including watering and raming etc. layer by layer complete.(Payment to be made on basis of measurement of finished quantity of work).
(iii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.
14.83
-
399.01
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
38.4
-
1173.08
40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures.
[water proofing as per item no 60 and non toxic paint as per item NO 59 (b) of Section 'C' ]
64
-
297
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
(a) 1:2:4 proportion
Pakur variety
8.16
-
5533.15
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineering charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.
[using concrete mixture]
(b) M 25 Grade
Pakur variety
-
-
-
upto plinth
5.18
-
6583.87
Ground Floor
14.05
-
6583.87
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
-
-
-
upto plinth
17.28
-
369
Ground Floor
140.73
-
369
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
tor steel / mid steel
-
-
-
upto plinth
0.62
-
70395.72
ground floor
1.54
-
70395.72
Brick work with 1st class bricks in cement mortar (1:6)
-
-
-
upto plinth
5.36
-
5412.98
Ground Floor
23.25
-
5635.98
125 mm thick Brick work with 1st class bricks in cement mortar (4:1) in different floors
Ground Floor
47.25
-
735.99
Single Brick Flat Soling of picked jhama bricks ncluding ramming and dressing bed to proper level and filling joints with local sand.
64
-
361
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary
(Ground floor).[Excluding cost of chipping over concrete surface]
-
-
-
a) 20mm thick plaster (external) 1:4
Ground Floor
132.8
-
186
b) 15mm thick plaster (internal) 1:4
Ground Floor
198.56
-
161
c) 10mm thick plaster (ceiling) 1:4
Ground Floor
64
-
128.99
Floor Tiles In Bottom Slab
Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc.[White cement and Pigment to be supplied by the Agency]
(a) With Makrana plain pink / Adranga Pink / Garbh Gulabi Udaypur pink / Udaypur Green / Black Bhaslana
(iii) Area of each Slab/tile exceeding 0.60 sq.m but not exceeding 1.00 sq.m.
64
-
1923
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
263.64
-
38
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :
With other than hi-gloss of approved quality-
(iv) Two coat (with any shade except white)
1.08
-
75
Rendering the surface of walls and ceiling with plaster of paris (thickness not less than 1.5 mm.)
395.36
-
122
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :
(a) On timber or plastered surface :
With super gloss (hi-gloss) -
(iv) Two coats (with any shade except white)
395.36
-
81
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps.
(The quantum should be correted upto three decimals).
d) Sal : Local.
0.08
-
77671
Styles and rails of wooden shutters fitted and fixed complete. (Payment to be made on area of new work only). In Ground Floor: (i) For 25mm. Thick shutter.
(a) Ordinary Teak Wood.
5.04
-
3133
Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge.
10-12 Micron thickness Annodizing film Natural white (For 3 Track Window)
116.82
-
448
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (v) 75mm. X 60mm. X 3.15mm.
20
-
47
Iron socket bolt of approved quality fitted and fixed complete. (e) 300mm long x 10mm dia bolt.
10
-
95
(a) Supplying 'Godrej' mortice lock chromium plated with latch and keys 4 levers, including fitting and fixing complete.
2
-
1081
Supplying, fitting and fixing glass reinforced polyester translucent fiber sheet 300mm wide in half round gutter in roof as per IS: 12866 - 1989 fitted and fixed with 50 X 6mm MS Clamp with necessary bolts and nuts, screws and jointing material complete as per direction of Engineer - in - Charge.
iv) Special coloured textured tissue
10
-
900
Add CGST @6% of total amount of Rs.607718059.97
1
-
36463083.59
Add CGST @6% of total amount of Rs.607718059.97
1
-
36463083.59
Add Cess @1% of total amount of Rs.607718059.97
1
-
6077180.59
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