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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹7.0 Cr
EMD Value
₹7.0 L
Closing Date
27 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Building Department, Bhavnagar Municipal Corporation, Sir Mangalsinhji Road, Kalanala, Bhavnagar - 364001
CONSTRUCTION WORK OF FOOD TESTING LABORATORY IN GHOGHA CIRCLE WARD AT BHAVNAGAR
261832
BUILDING/FOOD TESTING LABORATORY BUILDING/2025-26
Open
Civil Works - Buildings
Works
Bhavnagar
8 documents required · 8 mandatory
₹12,000
Yes
Commissioner, Municipal Corporation, Bhavnagar
₹7.0 L
Yes
6 Jan 2026
6 Jan 2026
6 Jan 2026
27 Jan 2026
6 Jan 2026
NAME OF WORK: CONSTRUCTION WORK OF FOOD TESTING LABORATORY IN GHOGHA CIRCLE WARD AT BHAVNAGAR
NAME OF DOCUMENT: SCHEDULE-B
Rate Total Amount
Rate Total Amount
Item No. Item Description Quantity Unit
1) The method of excavation shall be approved by the Engineer in charge before execution.
2) Excavation shall be carried out very carefully without damaging existing structures and
surrounding if any.
- 3) If required, the contractor shall provide stabilization by any means to protect the foundation - - - -
of the existing structure and building without any extra cost.
4) Rate shall include dewatering work (pumping out and removing slush) while execution in
underwater condition if required.
Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs,
1 sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of 815.00 Smt 2.85
unserviceable materials (C) By mechanical means in area of light jungle
Excavation for foundation in any kind of soil incl. sand, soft or hard marum, soft rock not
requiring Blasting incl. dewatering if required at cost and risk of agency incl. shoring, struting,
making the bottom level and sides in plumb incl. watering, raming and consolidating the
2 bottom etc. incl. removing the surplus stuff and black cotton soil if any within all lead and lift 1,035.54 Cmt 211.23
using the selected stuff for back filling to foundation, in side trenches and plinth in layers of
cms. th. with watering, consolidating etc. comp. as directed. (A) up to 1.50mt.
Excavation for foundation in any kind of soil incl. sand, soft or hard marum, soft rock not
requiring Blasting incl. dewatering if required at cost and risk of agency incl. shoring, struting,
making the bottom level and sides in plumb incl. watering, raming and consolidating the
3 bottom etc. incl. removing the surplus stuff and black cotton soil if any within all lead and lift 619.04 Cmt 228.46
using the selected stuff for back filling to foundation, in side trenches and plinth in layers of
cms. th. with watering, consolidating etc. comp. as directed. (B) from 1.50 to 3.00mt.
Excavation for foundation in any kind of soil incl. sand, soft or hard marum, soft rock not
requiring Blasting incl. dewatering if required at cost and risk of agency incl. shoring, struting,
making the bottom level and sides in plumb incl. watering, raming and consolidating the
4 bottom etc. incl. removing the surplus stuff and black cotton soil if any within all lead and lift 210.87 Cmt 244.80
using the selected stuff for back filling to foundation, in side trenches and plinth in layers of
cms. th. with watering, consolidating etc. comp. as directed. (C) from 3.00 to 5.00mt.
Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and
5 disposal of the surplus excavated soil as directed within a lead of 50 Meter for following 55.00 Each 1,561.19
diameter of pipes. (iii) 300 mm
Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in
6 layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and 1,398.26 Cmt 137.48
Filling in plinth with sand under floors including watering ramming, consolidating and dressing
complete. (RIVER SEND PANO AS PER DIRECTION OF ENGINEER IN CHARGE)
Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness
including watering, ramming and consolidating etc. complete.
Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the
9 stuff, embankment as and where directed within 500meters from the end of the cutting with 122.25 Cmt 329.57
all required lead and lift.
Providing and laying 3mm thick waterproofing bitumen sheet reinforced with polyester/
fiberglass, as a pre-formed flexible membrane for waterproofing works in roofs, terraces,
basements, foundations, and wet areas. The membrane shall be applied by the torch-on
method, heating the underside of the sheet with a gas burner to achieve proper bonding with
the prepared substrate. The substrate shall be cleaned, primed with bituminous primer, and
10 made smooth, even, and free from dust or loose particles before application. Overlaps shall be 54.28 Smt 507.35
provided as per manufacturer’s specification (minimum 75mm side lap and 100mm end lap)
and properly sealed by torching to ensure a continuous watertight layer. The work shall be
completed in all respects, including surface preparation, priming, heating, laying, joint sealing,
finishing, and protection (if required), all as per manufacturer’s recommendation and
instructions of the Engineer-in-Charge.
Providing and installing pre-construction termite piping system using LLDP (Linear Low Density
Polyethylene) drip pipes of 8 mm outer dia and 6.4 mm inner dia with drippers at 10.5 inch
spacing, imported/ approved make. The system shall be laid at plinth/ raft level along internal
and external wall junctions, around conduits, drainage points and other sensitive entry
11 locations, complete with junction boxes for future chemical pumping. The system shall allow 359.76 Smt 255.53
termite chemical (Imidacloprid or approved equivalent) to be delivered by pumping at regular
intervals, without breaking floors, thereby ensuring long-term protection. Work shall include
supply of all materials, labour, installation, and testing, complete as directed by the Engineer-in-
1) All types of shuttering shall be designed by the contractor and submitted to the Engineer-in-
Charge along with design calculations (if required) and approved by the Engineer-in-Charge.
However, the stability and compatibility of shuttering shall be the responsibility of the
contractor. Shuttering shall be executed as per the approved shop drawing. No extra payment
shall be made for the above.
2) Rate shall be inclusive of dewatering work (pumping out and removing slush) while
execution in underwater conditions. The contractor shall not claim for dewatering if required.
3) Rate shall be inclusive of providing grooves, drip moulds, pockets, cut-outs, etc., and co-
ordination of insert sleeves, insert plates (cost of insert sleeves/plate shall be paid separately),
encasing if any wherever required while casting for all level all height.
4) Only the following approved brands of cement shall be used for all works: [ultratech],
[sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand shall not be permitted without
prior written approval of the Engineer-in-Charge.
5) If the concreting quantity is more than 5 cum in a day, then the casting shall be carried out
- using RMC (Ready Mix Concrete). - - - -
If the concreting quantity is 5 cum or less in a day, then the casting shall be done manually.
All concreting work shall be carried out strictly as per the advice and instructions of the
Engineer-in-Charge.
Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone
12 aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) 65.30 Cmt 3,106.67
Foundation and Plinth
Providing and laying rubble soling, 300 mm thick, in a compact manner in foudation, road,
footpath etc. using 200 to 230 mm. cut size stones including filling the gaps with M15 concrete
13 covering and levelling the surface after filling the voids including watering, ramming well and 200.60 Cmt 2,385.61
consolidating each layer, as directed by Engineer in-charge
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
14 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 120.16 Cmt 4,359.67
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (A) Foundation and Plinth
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
15 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 42.27 Cmt 4,142.07
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Grade Slab / Floor Slab
Providing and laying controlled cement concrete M-250 for R.C.C. bored piles of 1.20 Mt.
diameter including ramming, vibrating and finishing complete.
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
17 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 45.62 Cmt 5,484.26
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (A) Foundation
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
18 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 76.80 Cmt 8,333.05
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (D) Columns upto Ground Floor Slab Level
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
19 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 25.50 Cmt 7,460.08
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (B) Walls upto Ground Floor Slab Level
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
20 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 58.13 Cmt 6,783.69
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Coping and Beams upto Ground Floor Slab Level
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
21 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 14.00 Cmt 7,289.82
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Slabs, landing, shelves and Cantilever upto Ground Floor Slab Level
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
22 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 181.52 Cmt 5,676.08
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (A) Foundation
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
23 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 34.83 Cmt 8,525.04
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (D) Columns upto Ground Floor Slab Level
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
24 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 20.90 Cmt 8,566.81
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (D) Columns For First Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
25 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 20.90 Cmt 8,608.59
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (D) Columns For Second Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
26 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 31.60 Cmt 8,650.36
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (D) Columns For Third Floor & Terrace Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
27 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 34.14 Cmt 7,652.63
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (B) Walls upto Ground Floor Slab Level
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
28 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 20.22 Cmt 7,694.53
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (B) Walls For First Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
29 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 20.22 Cmt 7,736.42
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (B) Walls For Second Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
30 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 37.63 Cmt 7,778.32
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (B) Walls For Third Floor & Terrace Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
31 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 6.16 Cmt 7,028.80
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (E) Staircase upto Ground Floor Slab Level
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
32 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 6.16 Cmt 7,070.39
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (E) Staircase For First Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
33 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 6.16 Cmt 7,111.97
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (E) Staircase For Second Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
34 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 7.18 Cmt 7,153.56
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (E) Staircase For Third Floor & Terrace Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
35 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 93.17 Cmt 6,975.68
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Coping and Beams upto Ground Floor Slab Level
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
36 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 62.43 Cmt 7,017.45
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Coping and Beams For First Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
37 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 62.43 Cmt 7,059.23
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Coping and Beams For Second Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
38 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 69.07 Cmt 7,101.00
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Coping and Beams For Third Floor & Terrace Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
39 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 61.57 Cmt 7,481.81
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Slabs, landing, shelves and Cantilever upto Ground Floor Slab Level
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
40 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 61.57 Cmt 7,523.59
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Slabs, landing, shelves and Cantilever For First Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
41 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 61.57 Cmt 7,565.36
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Slabs, landing, shelves and Cantilever For Second Floor
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
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
42 laying, including the cost of centering, shuttering, finishing, admixtures in recommended 63.91 Cmt 7,607.13
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability but excluding the cost of reinforcement as per
direction of the Engineer-in-charge. Without Fly Ash (Min cement level as per latest IS 456 shall
be maintained) (C) Slabs, landing, shelves and Cantilever For Third Floor & Terrace Floor
Providing TMT Bar CRS - FE 500D reinforcement for R.C.C. work including bending, binding,
43 placing in position, hooking, tying welding and including forming the cage and lowering it in 1,06,372.83 Kg 77.29
position etc. complete of Specific brands - Tata Tisco/Vizag/ET/JSW/SAIL upto Ground Floor
Providing TMT Bar CRS - FE 500D reinforcement for R.C.C. work including bending, binding,
44 placing in position, hooking, tying welding and including forming the cage and lowering it in 28,624.37 Kg 78.36
position etc. complete of Specific brands - Tata Tisco/Vizag/ET/JSW/SAIL For First Floor
Providing TMT Bar CRS - FE 500D reinforcement for R.C.C. work including bending, binding,
45 placing in position, hooking, tying welding and including forming the cage and lowering it in 28,624.37 Kg 79.43
position etc. complete of Specific brands - Tata Tisco/Vizag/ET/JSW/SAIL For Second Floor
Providing TMT Bar CRS - FE 500D reinforcement for R.C.C. work including bending, binding,
46 placing in position, hooking, tying welding and including forming the cage and lowering it in 38,535.77 Kg 80.50
position etc. complete of Specific brands - Tata Tisco/Vizag/ET/JSW/SAIL For Third Floor &
Providing and filling autoclave aerated concrete block bats (broken pieces) in single or multiple
layers in super structure, filling the joints with sand mortar (Not more than 20%) 20 mm thick
cement sand mortar screed in proportion 1:6 shall be laid as per drawing. Crushing strength of
aerated concrete block/ bats shall not be less than 40 KG/sqcm, minimum density in oven dry
47 condition between 651 to 750 KG/CUM, thermal conductivity shall not exceed 0.3 W/m.k, fire 17.67 Cmt 1,689.36
resistant 4 hours in true line level and plumb and cleaning the surface with necessary tool
tackles etc. at all floors, all heights, all levels and all places including curing, scaffolding etc
complete, as per drawing / specification and as directed by Engineer -Incharge. For all civil,
plumbing, electrical & infrastructure works.
Making holes upto 52mm dia. in any RCC members by diamond Core Cutting machine including
48 disposing the debries. and Including EPOXY based water proofing compound for sealing the 10.00 No 415.52
joints around the pipes, nominal reinforcement wherever required,scaffolding and labour
charges for working at all levels, leads and heights
Making holes upto 75mm dia. in any RCC members by diamond Core Cutting machine including
disposing the debries. Upto 750. Depth and Including EPOXY based water proofing compound
49 for sealing the joints around the pipes, nominal reinforcement wherever required,scaffolding 8.00 No 462.18
and labour charges for working at all levels, leads and heights
Making holes upto 102mm dia. in any RCC members by diamond Core Cutting machine
including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing
50 compound for sealing the joints around the pipes, nominal reinforcement wherever 9.00 No 554.39
required,scaffolding and labour charges for working at all levels, leads and heights
Making holes upto 125mm dia. in any RCC members by diamond Core Cutting machine
including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing
51 compound for sealing the joints around the pipes, nominal reinforcement wherever 9.00 No 646.61
required,scaffolding and labour charges for working at all levels, leads and heights
Making holes upto 152mm dia. in any RCC members by diamond Core Cutting machine
including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing
52 compound for sealing the joints around the pipes, nominal reinforcement wherever 5.00 No 738.82
required,scaffolding and labour charges for working at all levels, leads and heights
Making holes upto 200mm dia. in any RCC members by diamond Core Cutting machine
including disposing the debries. Upto 750. Depthand Including EPOXY based water proofing
53 compound for sealing the joints around the pipes, nominal reinforcement wherever 4.00 No 1,107.67
required,scaffolding and labour charges for working at all levels, leads and heights
Making holes upto 250mm dia. in any RCC members by diamond Core Cutting machine
including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing
54 compound for sealing the joints around the pipes, nominal reinforcement wherever 6.00 No 1,292.10
required,scaffolding and labour charges for working at all levels, leads and heights
Making holes upto 300mm dia. in any RCC members by diamond Core Cutting machine
including disposing the debries. Upto 750. Depth and Including EPOXY based water proofing
55 compound for sealing the joints around the pipes, nominal reinforcement wherever 7.00 No 1,938.70
required,scaffolding and labour charges for working at all levels, leads and heights
1) Masonry work shall be carried out for all floors, all levels, all heights, and all locations,
including loading, unloading, stacking, transporting, hoisting, and erecting by any means
- (mechanical or manual) - - - -
2) Only the following approved brands of cement shall be used for all works: [ultratech],
[sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand shall not be permitted without
prior written approval of the Engineer-in-Charge.
Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth in
56 Cement Mortar 1:5 (1-cement : 5-coarse sand including levelling up etc. complete 28.08 Cmt 2,635.15
Brick work using common burnt clay building bricks having crushing strength not less than
57 kg./Sq.Cm. in substructure upto plinth level in Cement Mortar 1:5 (1- Cement : 5 -fine sand) (B) 236.75 Cmt 4,310.74
Brick work using common burnt clay building bricks having crushing strength not less than
58 kg./Sq.Cm. in superstructure above plinth level upto ground floor slab level in Cement Mortar 67.76 Cmt 4,599.16
1:5 (1- Cement : 5 -fine sand) (B) Conventional
Brick work using common burnt clay building bricks having crushing strength not less than
59 kg./Sq.Cm. in superstructure for first floor in Cement Mortar 1:5 (1- Cement : 5 -fine sand) (B) 163.58 Cmt 4,642.25
Brick work using common burnt clay building bricks having crushing strength not less than
60 kg./Sq.Cm. in superstructure for second floor in Cement Mortar 1:5 (1- Cement : 5 -fine sand) 163.58 Cmt 4,685.33
(B) Conventional
Brick work using common burnt clay building bricks having crushing strength not less than
61 kg./Sq.Cm. in superstructure for third floor & terrace floor in Cement Mortar 1:5 (1- Cement : 5 254.47 Cmt 4,728.42
-fine sand) (B) Conventional
Half brick masonry in common brunt clay building bricks having crushing strength not less than
62 35 Kg/Sq.Cm. in in superstructure above plinth level upto ground floor slab level in Cement 38.67 Smt 683.87
mortar 1:4 (1- Cement : 4 -coarse sand ) (B) Conventional
Half brick masonry in common brunt clay building bricks having crushing strength not less than
63 35 Kg/Sq.Cm. in in superstructure for first floor in Cement mortar 1:4 (1- Cement : 4 -coarse 76.52 Smt 726.95
sand ) (B) Conventional
Half brick masonry in common brunt clay building bricks having crushing strength not less than
64 35 Kg/Sq.Cm. in in superstructure for second floor in Cement mortar 1:4 (1- Cement : 4 -coarse 76.52 Smt 770.04
sand ) (B) Conventional
Half brick masonry in common brunt clay building bricks having crushing strength not less than
65 35 Kg/Sq.Cm. in in superstructure for third floor & terrace floor in Cement mortar 1:4 (1- 100.69 Smt 813.13
Cement : 4 -coarse sand ) (B) Conventional
1) All loose samples of materials shall be approved by the Engineer in charge.
2) The contractor shall prepare shop drawings based on intent/ concept drawing and get
approval from the Engineer-in-Charge. The contractor shall prepare mock-up of doors,
windows, and other elements with all required hardware and approved by the Engineer-in-
Charge before execution of work. Work shall be carried out as per the final approved shop
drawing and approved mock-up. The contractor shall be responsible against stability, safety,
leakage, etc all complete. Testing work shall be carried out by the Contractor as suggested by
the Engineer in charge. (If required).
3) All Doors, windows, and other elements shall be fabricated and finished at the factory/
- workshop, and only fixing and final finishing shall be executed at the site unless otherwise - - - -
approved by the Engineer-in-charge.
4) Door, window and other elements work shall be carried out for all floor, all level, all height,
all places including loading, unloading, stacking, transporting, hoisting, erecting by any means
(mechanical or manual).
5) Engineer incharge reserves right to reject part or all work of sub standard or not in
confirmation to sample approved/or not as per mock up and in such case contractor required
to re do the same work confirming with approved sample/mockup without any extra cost.
Approved mock up works shall be measured for payment without any wastage However,
rejected Mock up shall not be measured for payment.
Providing and fixing 35 mm thick flush door shutter flat pressed wood based exterior grade
bonded BWP/BWR synthetic resin having stamped IS 12823 grade I type II including both sides
1 mm thick Decorative laminated and 6 mm thick I.T.W. beading all around by using 120 m.m. x
80m.m.. solid core malemine faced three layered I.T.W. frame with necessary groove cutting
66 and Stainless steel decorative type designs fixtures / fastening 2Nos.Satin Finish Mortise 139.68 Smt 4,217.27
Handle with lock, towerbolt, Floor door stopper, hinges etc. including I.T.W. triangular batten
patti of size 30m.m.x30m.m.etc. as per architectural requirement and as directed by engineer
in charge. (Double Shutter)
Providing 30mm thick 100% Solid WPC (Wood polymer Composite) Solid Plain (wooden figure)
Flush Door Shutter of required size comprising of virgin PVC resin of K Value 57-60 (Suspension
Grade) with Door Frame 100 mm x 50 mm Single Rebated made from Wood Polymer
Composite (Single Extruded Process) material comprising of virgin PVC polymer of K Value 57-
60 (Suspension Grade), Calcium Carbonate and natural Fibers (Wood Powders/ rice husk/
67 wheat husk) and Non toxic additives, made from Extrusion process WPC foam sheet Single 90.96 Smt 5,715.76
Extruded (Inner) For WC / Bathroom / Toilet / Kitchen / Balcony Doors Including all required
hardware materials labours and equipments with fixing as per approved sample detailed
specification as directed Engineer in charge with all lead and lift. As per attached Detail
specification. (including all 2Nos.Satin Finish Mortise Handle with lock, towerbolt, Floor door
stopper, hinges etc. complete)
Providing and fixing window having extruded aluminum Colour anodized section frame main
outer size 95 mm x 24 mm x 1.17 mm @ wt. of 0.738 Kg/mt, horizontal Three track member
size 92 mm x 31.75 mm x 1.30 mm, @ Wt. 1.07 Kg/mt, vertical member of size 92 mm x
68 mm x 1.50 mm @ Wt. 1.06 Kg/mt with sliding shutters of horizontal member size 40 mm x 18 250.18 Smt 1,583.96
mm x 1.29 mm @ wt. of 0.456 Kg/mt, vertical member of size 40 mm x 18 mm x 1.29 mm @
wt. of 0.456 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.
Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm
69 @ Wt 1.094 Kg/Rmt with colour anodized alluminium frame with 5 mm thick transparent 13.56 Smt 1,301.82
bronze colour tinted float glass with colour anodized alluminium frame for ventilation with
mm thick frosted glass as details etc complete.
1) All types of loose and laid samples of flooring shall be approved by the Engineer-in-charge.
The contractor shall apply approved Stone Impregnation primer/ sealer coat on both sides and
all edges (after cutting and finishing the stone as per size) of stones in a minimum of two coats
as per the manufacturer's specification and as directed by the Engineer-in-charge. No extra
shall be paid for the same.
2) Contractor shall co-ordinate and execute for all services in flooring and wall lining/ cladding
work i.e. making openings/ cut-outs for any services (i.e. elevator operating panel in lift wall
- cladding, raceway in flooring, junction box, etc), and making good as per the satisfaction of - - - -
Engineer-in-charge.
3) Flooring and wall cladding/ lining work shall be carried out for all floors, all levels, all heights,
and all places.
4) Rate shall be inclusive of all types of wastage of all material.
5) Only the following approved brands of cement shall be used for all works: [ultratech],
[sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand shall not be permitted without
prior written approval of the Engineer-in-Charge.
Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of
70 cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Limeputty : 1.5-coarse sand) laid 13.24 Smt 1,019.40
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
Providing and laying polished kota stone slab 25 mm thick in risers of steps, skirting Dedo and
71 pillars laid on10 mm thick cement mortar 1:3 (1-Cement : 3-coarse sand) and jointed with gray 3.37 Smt 1,135.49
cement slury mixed with pigment to match the shade of slab including rubbing and polishing
Providing and laying Polished Granite stone flooring, skirting, dado in required design, colour
and patterns, in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement
72 mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with 146.86 Smt 4,526.12
white cement slurry admixed with pigment of matching shade including rubbing , curing and
polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
Providing and fixing of minimum 16 mm thick telephonic Black Granite stone slab for jambs of
doors and window. Black Granite should be spotless, without any crack, vain or other damages
joined with grey cement slurry and matching pigment in vertical and horizontal member,
including rubbing and polishing and full round edge molding on both the sides( edge), Mirror
polishing curing of the Black Granite stone as per detail design and instruction. The door frame
should have sandwich type Jambs stone fitting to accommodate fixing of door where required,
the fixing of jambs with necessary binding wire tiles piece, adhesive, clamp, fastener, white
cement and matching pigment other consumable, molding and polishing machinery other
tools, tackles required to complete the item and where two member vertical and horizontal
meet it should cut 45 degree angle etc up to all floor with all lead & lift etc complete. The Black
Granite stone size and quality should be as per sample approved by architect and Engineer in
Providing and fixing 750 mm wide Granite sand which type platform, counter wash basin
including supplying and fixing granite stone 18 mm thick mirror polished 1st quality Granite
stones in top and side posiition and vertical strip at front over 25 mm thick polished kotah
74 stone platform fixing in top and sides and itermediates supports fixing with cement mortar and 6.00 Rmt 8,634.53
adhesivee and finishing including providing & cutting of kitchen sink (as directed) 600 mm x
450 mm x 150 mm size stainless steel sink (as directed by engineer incharge) at required
position etc complete.
Providing and laying coloured glazed tiles of the size 1200 mm x 600 mm x 8 mm in flooring,
75 skirting, risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) 166.00 Smt 1,523.67
& jointed with white cement slurry.
P & L 48" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar
1:6 ( 1 cement: 6 coarse sand) and dedo on 10 mm thick cement mortar 1:3 ( 1 cement:
76 coarse sand) by adhesive material including dismentaling of existing flooring and jointed with 3,534.80 Smt 1,472.92
color cement slurry including finised with flush pointing & cleaning the surface etc. complete
1) Contractor shall correlate all services drawings from different installers and prepare a clash
free shop drawing as per the architectural drawings for RCP, with all services integrated, vis a
vis HVAC, FFTG, PLUMBING, ELE, ELV & any other services planned and part of the design.
2) The method statement for execution of all services coordinated with the ceiling execution
shall be submitted by the Contractor for approval of the Engineer-in-charge before
commencing execution work at site.
3) Quality check and sequence of execution along with relevant documentation to be ensured
by the site project team for inspection and quality checks.
4) The false ceiling work to be strictly supervised for alignment, line & level and overall quality
of installation and the Contractor to strictly follow the approved methodology statement.
- 5) The false ceiling suspension work shall be strictly from the mother slab or secondary - - - -
supports installed for the false ceiling and not from any suspension members of other services.
6) All services equipment & light fixtures, curtains etc. to be fixed with a separate suspension
system from the mother slab, not on the false ceiling tiles or false ceiling members.
7) For gypsum ceilings, the Contractor shall provide perimeter channels at the periphery of all
services cutouts for strengthening the system.
8) If required, additional supports to be provided for fixing the false ceiling (in case of special
shape, more height etc).
9) In case the height of suspension system is more than what is recommended by the
manufacturer, separate MS supports to be provided from the mother slab and the false ceiling
to be suspended from the MS supports. Design and shop drawing for the MS fabrication work
and connections with the structure members shall be submitted by the Contractor for approval
by the Engineer-in-charge. MS framework to be designed to accommodate other services, if
required. Such MS frame work shall be paid under relevant Tender items.
10) The sequence of execution of the different services to be aligned with the RCP to avoid any
11) Movement joints/groove to be provided in the boards or grid ceiling system in large span
12) Contractor to quote the rate considering all points mentioned in the specifications.
Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles having Tegular
edge & 15 mm Thick Densified edges on the Tile Periphery for Extra Strength The Light weight
calcium silicate ceiling tiles shall have , light reflection 85% non-combustible as per B.S.
part IV, 100% humidity resistance and also having thermal conductivity0.043° w/m KC.for the
best thermal Insulation . The Light weight calcium Silicate tile shall be of approved texture Fine
fissured/ Spintone/Cosmos having NRC value of 0.5 & Globe having NRC value of 0.75 NRC or
equivalent of size 595 X 595 mm to be laid on true horizontal level suspended inter locking
metal grid of hot dipped galvanized steel sections (galvanizing @120 grams per sqm including
both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and size
of 24X38mm made from 0.30 mm thick (minimum) sheet, 1200mm centre to centre, and cross
‘T’ of size 24X28mm made out of 0.33mm (Minimum) sheet spaced 1200mm along spaced
between main ‘T’ at 600mm centre to centre to form agrid of 1200X600mm and secondary
cross ’T’ of length 600mm and size 24x28mm made of 0.30 mm thick (Minimum) sheet to be
interlocked at middle of the 1200X600mm panel to form grid of size 600X600mm resting
on periphery walls/partitions on a perimeter wall angle pre-coated steel of size
(24X24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at
450mm centre to centre with 25mm long dry wall screws @ 230mm interval and laying 15mm
thick Densified edges light weight calcium silicate ceiling tiles of approved texture (Fine
Fissured/Cosmos/Spintone) in the grid including, cutting /making opening for services like
diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required, Main ‘T’
runners to be suspended from ceiling using G.I. slotted cleats of size 25X35X1.6mm fixed to
ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with
galvanized steel level clips of size 85X30X0.8mm, spaced at 1200mm
centre to centre long main ‘T’ bottom exposed with 24mm of all T-sections shall be prepainted
with polyester baked paint, for all heights, as per specifications, drawings and as directed by
engineer-in-charge.Note:- Only calcium silicate false ceiling area will be measured from wall to
wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than
0.30 sqm. The calcium silicate ceiling tiles shall have NRC. Value of 0.50 (Minimum) for Fine
fissured/Spintone/Cosmos and 0.75 NRC for Globe, light reflection 85% non-combustible as per
B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity. 0.043° w/m
Providing bestfixing
thermal Insulation
gypsum board false ceiling consists at G.I perimeter channels of size
thick having one flange of 20 mm and another flange of 30 mm and web of 27 mm along with
perimeter of ceiling, screws fixed to brick work / concrete / partition with help of nylon sleeves
and screws at 610 mm centre. The suspending G.I. intermediate channels of size 45 mm(0.9
mm thick with 2 flangs at 15mm each from the soffit at 1220 mm centrewith ceiling angles of
width 25mm x 10mm x 0.5 mm thick fixed to soffit withG. I cleat and steel expansion fastners
ceiling section of .55 thick having kurled web 51.5 mm and 2 flangs at 26 mm each with lip at
10.5 mm are fixed to intermediate channel with help of connecting clips and in direction
perpendicular to the intermediate channel at 450mm centre to centre including 12.5 mm
tapered edge Gyp board conforming to IS 2095 – 1982 is then screw fixed to ceiling section
with 25mm dry wall screws of approved quality and make at 230mm centre, screw fixing is
78 done mechanically with drilling machine with suitable attachment. Finally tapered edges at the 608.07 Smt 748.66
cupboard are to be joint and finished so as to have a flush look which includes filling and
finishing with jointing compound, paper tape etc. complete. Rate to be included all kinds of
profiles, upright, curves,cutouts required for light fixtures, speakers, sprinklers, smoke
detectors, trap doors, A.C. grill, diffuser etc including additional support if required of duct
portion, marking grid on ceiling, including all drops, offsets, curvature small moulding and in
desired geometrical pattern, including 2 coats of primer, plaster putty and minimum 3 coats of
plastic Emulsion paint as per manufactures specification, scaffolding. Note:-As per drawings
and design supplied by architect and instruction given by authority and E.I.C.
Providing and fixing moisture proof Calcium Silicate Board false ceiling consists at G.I perimeter
channels of size 0.55 thick having one flange of 20 mm and another flange of 30 mm and web
of 27 mm along with perimeter of ceiling, screws fixed to brick work / concrete / partition with
help of nylon sleeves and screws at 400 mm centre. The suspending G.I. intermediate channels
of size 45 mm(0.9 mm thick with 2 flangs at 15mm each from the soffit at 1220 mm centrewith
ceiling angles of width 25mm x 10mm x 0.5 mm thick fixed to soffit withG. I cleat and steel
expansion fastners ceiling section of .55 thick having kurled web 51.5 mm and 2 flangs at
mm each with lip at 10.5 mm are fixed to intermediate channel with help of connecting clips
and in direction perpendicular to the intermediate channel at 450mm centre to centre
including 8 mm tapered edge alcium Silicate Board conforming to IS 8154 – 1993 is then screw
fixed to ceiling section with 25mm dry wall screws of approved quality and make at 200mm
79 centre, screw fixing is done mechanically with drilling machine with suitable attachment. Finally 62.63 Smt 1,254.71
tapered edges at the cupboard are to be joint and finished so as to have a flush look which
includes filling and finishing with jointing compound, paper tape etc. complete. Rate to be
included all kinds of profiles, upright, curves,cutouts required for light fixtures, speakers,
sprinklers, smoke detectors, trap doors, A.C. grill, diffuser etc including additional support if
required of duct portion, marking grid on ceiling, including all drops, offsets, curvature small
moulding and in desired geometrical pattern, including 2 coats of primer, plaster putty and
minimum 3 coats of plastic Emulsion paint as per manufactures specification, scaffolding. Note:-
As per drawings and design supplied by architect and instruction given by authority and E.I.C.
1) Rate shall be inclusive of any type of groove and drip mould in all type of plaster work.
2) The rate shall be for all height, all level in any shape.
3) Curing method shall be approved by Engineer in charge.
4) Contractor shall provide mesh/ natural fibres i.e. jute, core at junctions, corners, surround
electrical cut-out, services chiselled area etc.
5) Engineer incharge reserves right to reject part or all work of sub standard or not in
confirmation to sample approved/or not as per mock up and in such case contractor required
to re do the same work confirming with approved sample/mockup without any extra cost.
Sample and mock shall not be payable if rejected or casted in other location (not in scope of
6) In all plaster work, chicken mesh shall be provided at the junctions of masonry and concrete
works to prevent cracks. The mesh shall be properly fixed and embedded before plastering,
and the finishing shall be done smooth and even, as per the instructions of the Engineer-in-
Charge. (The cost of providing and fixing chicken mesh shall be paid separately as per the
relevant tendered item rate.)
7) Only the following approved brands of cement shall be used for all works: [ultratech],
[sanghi], [Siddhi], [Hathi] and [Ambuja]. Use of any other brand shall not be permitted without
prior written approval of the Engineer-in-Charge.
80 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 695.20 Rmt 41.00
Providing and fixing G.I. hexagonal chickenmesh of size 20mm x 20mm of 22 gauge at junction
of concrete and brick work or between different materials after making "V" grove between two
different material surface and filled with rich cement mortar and @ 100mm on each side of
81 surfaces including necessary "U" nails / screws / washers with cleats for fixing, overlaps, 1,050.93 Smt 184.03
scaffolding at all floors / all levels / all heights / all shapes etc. complete as per drawing /
specifications and direction of Engineer- in-charge. For civil, plumbing, electrical &
infrastructure works.
Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior
82 plastering upto ground floor slab level and finished even and smooth in (i)Cement mortar 1:3 485.00 Smt 149.12
(1-cement:3-sand)
Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior
83 plastering for first floor and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3- 405.00 Smt 173.58
Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior
84 plastering for second floor and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3- 405.00 Smt 198.05
Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior
85 plastering for third floor & terrace floor and finished even and smooth in (i)Cement mortar 1:3 451.76 Smt 222.51
(1-cement:3-sand)
Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick
86 walls for interior plastering upto ground floor slab level and finished even and smooth in (ii) 699.55 Smt 176.15
Cement mortar 1:4 (1-cement : 4-sand)
Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick
87 walls for interior plastering for first floor and finished even and smooth in (ii) Cement mortar 1,221.65 Smt 200.61
1:4 (1-cement : 4-sand)
Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick
88 walls for interior plastering for second floor and finished even and smooth in (ii) Cement 1,103.31 Smt 225.07
mortar 1:4 (1-cement : 4-sand)
Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick
89 walls for interior plastering for third floor & terrace floor and finished even and smooth in (ii) 1,493.73 Smt 249.54
Cement mortar 1:4 (1-cement : 4-sand)
20mm thick mala / sand faced cement plaster on walls upto height 10 metres above ground
90 level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick 2,959.64 Smt 350.58
finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.
1) Contractor shall prepare shop drawing base on concept design/ drawing for any type of
fabrication work and get approved. Contractor shall prepare mock-up/ prototype (as
suggested) as per approved shop drawing for approval. Work shall be carried out as per
approved shop drawing, approved mock-up/ prototype and as suggested by Engineer in charge.
2) Rate shall be for all floor, all level all height.
3) The rate shall include cost of all types of fasteners (ETA approved) to be used for fixing.
4) Structural stability shall be responsibility of contractor for all kind of metal work.
5) All elements shall be factory fabricated and finished, only final finishing to be made on site
with all precautions.
6) Contractor shall coordinate all services work (cut-outs and provisions) in metal work. All cut-
out and services provisions shall be finished at factory/ work shop.
7) Contractor shall provide PVC/ nylon separator, where two different metals connect to avoid
galvanic reactions.
Providing, fabricating, assembling, hoisting/ erecting and fixing in position at all heights/ all
shapes & sizes with all leads & lifts using MS Rolled Steel Sections, Hollow sections, MS Plates/
sheet, Flats, Bright Bars, Anchor bar, deep threaded MS bolts, threaded J bolts, insert plate,
support plate, base plate, chequered plate etc as per drawing and all confirming to latest
relevant IS codes for steel structures like staircases, railings, handrail, pergola, decorative gate,
grills, platforms, brackets, monkey ladder, cat ladder, specialized work or similar etc. including
straightening, cutting, bending, bolting and welding the members, scaffolding/ staging etc.
complete and comprising of :
i) Profile Cutting of components to required length/ width and shape/ profile;
ii) Smooth grinding/ machining of edges/ faces/ all welding joints;
iii) Necessary welding (electric arc welding) in required weld length and size;
91 iv) Machine drilling of holes for joining/ anchoring 28,769.21 Kg 79.33
Standard measurements will be paid for as actual cut length used at site. The rate shall include
dry sanding, hydra, crane, specilized tools, degreasing (wet cleaning) & preparation of rust free
surface manually or mechanically, metal putty to make the surface even and smooth, 2 coat
zinc chromate yellow oxide primer and 2 coat of enamel paint of approved make, shade and
finish over all the surfaces of the steel sections.
Note: The contractor shall be submit shop/ fabrication drawings based on construction
drawings for approval from the Architect and Engineer in charge. The fabrication work shall
start only after approval of the fabrication drawings submitted by contractor. Fabrication shall
be in a perfect architectural workmanship manner and as provided in section V & VI of IS 800 &
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates
etc., including welding, grinding, buffing, polishing and making curvature (wherever required)
and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing
92 with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of 1,709.40 Kg 780.13
required size, on the top of the floor or the side of waist slab with suitable arrangement as per
approval of Engineer-in-charge.
Providing corrugated G.I. sheet of class-3 roofing fixed with galvanished iron J or L Hooks, Bolts
93 and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet washer. filled with 90.00 Smt 734.19
white lead complete excluding the cost of purlins, Rafters and Trusses. (1) 0.80 mm thick sheet.
Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I. J. or L Hooks
94 and nuts 8 mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 mm thick sheet. 15.00 Rmt 664.71
1) Paint shall be applied after thoroughly brushing the surfaces, free from mortar dropping and
other foreign matter, preparing the surface even and sand papered smooth etc, after applying
every coat of putty and primer complete.
2) If necessary more coats shall be applied till the surface presents a uniform appearance
without any extra cost.
3) Paint shall be applied with any means (i.e. brush, roller, spray etc)
- 4) Contractor shall prepare sample of minimum three shades as suggested by engineer in - - - -
charge for approval.
5) The rate shall be applicable for all floor, all level, all height by any means of scaffolding.
6) emultion paint quality should be simmiler of - asian paints premium emulsion, dulux velvet
touch, Berger Silk
7) Exterior paint shall be applied over a waterproof primer of approved make, as directed by
the Engineer-in-Charge.
Applying two coats of putty & two coats of primer of approved brand and manufacture on new
95 wall surface to give an even shade including thoroughly brushing the surface free from mortar 3,856.08 Smt 40.60
dropping and other foreign matter and sand papered smooth.
Wall painting (two coats) with emulsion paint of approved brand and manufacture on
96 undecorated wall surface to give an even shade including throughly brushing the surface free 3,856.08 Smt 84.82
from mortar droppings and other foreign matter and sand papered smooth.
Finishing wall with 100% Acrylic Smooth exterior paint of required shade : Two or more coat
applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @0.90
97 litre/10 sqm to give an required shape even shade after thoroughly brushing the surface to 2,959.64 Smt 162.21
remove all dirt, and remains of loose powdered materials. etc complete
1) All the waterproofing treatment/ work shall be executed through an approved water-
proofing agency of an approved manufacturer. The contractor shall submit a technical data
sheet of each product, which will be used for execution.
2) The contractor shall submit a methodology statement with all details in illustrative sketch
form and get approved by the Engineer-in-charge.
3) Waterproofing shall be executed under the supervision of the technical team of the
manufacturer. Waterproofing shall be tested and approved by the Engineer-in-charge before
proceeding with subsequent activities.
- 4) The Contractor shall repair the concrete element by injection grouting of suitable non-shrink - - - -
grout and other suitable methods in case of defective concreting of retaining walls, water
tanks, slabs, beams, etc., for which nothing extra shall be payable.
5) Rate shall be inclusive of surface preparation, repairing, injection grouting, saw cutting of
construction joints and filling with patch repair mortar, making polymer mortar /Polymer CC
fillets at horizontal as well as vertical corners, etc complete. The rate shall be inclusive of
testing of elements and system before and after waterproofing application.
6) The latest technical system/ product shall be adopted at the time of execution.
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry
mixed with water proofing cement compound consisting of applying:
(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water
proofing cement compound @ 0.253 kg/sqm.
(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of
fibre cloth should not be less than 10 cm.
(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with
water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will
be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment
will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.
(d) fourth and final layer of china mosaic (which will be paid for separately.
For the purpose of measurement the entire treated surface will be measured.
Providing and laying broken chine mosaic flooring for terrace using 12 mm to 20 mm broken
pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to
99 bring mortar creme out upto surface using white cement including rounding off junctions and 432.48 Smt 779.70
extending them upto 15 cm along the wall, clearing with water and oxalic acid etc. as directed.
Providing and applying external finish of average 2 to 2.5mm thick acrylic polymer based
texture and pattern with standard tool and applicator as specified by manufacturer on exterior
surfaces at all heights including scaffolding to give even shades including thoroughly brushing
the surfaces free from mortar droping and other foreign matter and sand paper smoothed etc.
100 complete as per the manufacture specifications and up to the satisfaction of Engineer in- 1,293.62 Smt 453.01
charge/ Architect. The rate includes making of grooves, pattas and finishing as directed by
Architect/ EIC. Paint shall be measured and paid in seperate tender item. (Item should be
executed by approved applicator only.
The aluminium system consist of the extruded aluminium sections of alloy 6063 T5/T6 &
tolerances confirming to DIN / EN standards from M/s. Jindal/Hindalco or approved equivalent
make and manufacturer. The aluminium sections shall have approved shade and colour super
durable with chromatizing treatment of minimum 50 micron thickness. Including providing &
fixing approved make EPDM Gasket (Micro cured (online curing) with shore A hradness of 60-
65), approved make non staining weather & structural sealant, SS-304 pan head screws, nut
bolts, washers, SS-304 grade anchor fastners (M/s. Hilti or approved equivalent) etc complete
101 Including. & Providing and fixing following type of approved quality glass panes for aluminium 202.23 Smt 4,748.22
Fixed internal glazing, of approved manufacturer and fixing with aluminium frame work
including providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness
and neoprene cushions/ gasket accommadated in grooves, necessary SS-304 screws etc all
complete generally as per drawings specifications and as directed by the Engineer-in-charge. (8
mm thick Single Glass Unit (SGU) using heat strengthened (HS) clear float glass of M/s. Saint
Gobain ET/ST series or approved equivalent) Note:- Only clear opening of glass shall be
measured for payment.
Providing and fixing Metal exterior fins on building elevation (horizontal as well as vertical),
made from Metal of size 50 mm front × 25 mm depth × 25 mm gap & 0.50 mm thickness with
Akzonobel powder coating square section, adjustable type, including necessary brackets,
102 supports, fasteners and anchoring system as per manufacturer’s design. Fins shall be installed 57.29 Smt 3,262.30
in horizontal/vertical orientation (as specified) at a uniform spacing of 25 mm or as directed by
the Engineer-in-Charge. All materials shall be as per Indian Standard, corrosion-free and factory-
finished complete installation with alignment, cutting, jointing and finishing, all labour, tools
and consumables as per drawing or approved by Engineer-In-Charge.
Providing and fixing PVC roller blinds suitable for windows, made of high-quality non-
transparent PVC fabric with spring-operated horizontal rolling mechanism, including top roller
103 tube, brackets, and all necessary accessories for smooth operation. The blinds shall have a 345.49 Smt 1,307.95
minimum blackout rate of 75%, be foldable type, and complete in approved shade and pattern
as directed by Engineer-in-Charge. The work shall include proper fixing, alignment, and all
incidental hardware and labour required to complete the job in all respects.
HPL Board Urinal Partition
Providing and fixing urinal partition made of 12mm thick compact HPL (High Pressure
Laminate) board of approved shade and finish, size approximately 450mm x 900mm,
104 supported with stainless steel brackets, clamps and necessary hardware for firm and secure 5.40 Smt 3,555.20
fixing to wall. The partition shall be square or rounded corner type as approved by Engineer-in-
Charge, complete with all fittings, fixtures and accessories including edge polishing and all
labour, materials and tools required for proper completion of work.
Providing, supplying and installing complete modular WORKSTATION system fabricated from
factory-made engineered wood boards, comprising 900×525×25 mm work surface with PVC
edge-banding, 600×725×18 mm gable end panels, 60 mm thick powder-coated aluminium
frame partition panels of size 1200×1200 mm with softboard/acoustic/laminated, and a
105 matching engineered-wood pedestal unit with 3 drawers (400×450×725 mm) made from pre- 30.00 Nos 9,004.15
laminated particle board/MDF with telescopic drawer slides as, including all required hardware,
brackets, channels, supports, levellers and cable-management provisions, and carrying out
complete cutting, finishing, assembling, alignment and installation at site, all complete as per
approved drawings, relevant IS codes and as per the guidelines and directions of the Engineer-
Providing, supplying and installing Executive Cabin Table of size 1800×675×750 mm fabricated
from factory-made engineered wood boards (E1/E0 grade, melamine-faced, both-side pre-
laminated) as per IS 12823, including 2 mm PVC edge-banding, modesty panel, support
106 members, and all required hardware; along with a matching pedestal unit of size 400×450×650 7.00 Nos 20,381.80
mm comprising 3 drawers (‘meta box’ type) with telescopic/soft-close drawer slides as per IS
12817, complete with necessary brackets, channels, levellers, fittings and finishing, and
carrying out cutting, assembly, alignment and installation at site, all complete as per approved
drawings, relevant IS codes and as per the guidelines and directions of the Engineer-in-Charge.
Providing, supplying and installing Back Storage Unit having a fixed depth of 400 mm and
height of 750 mm, with overall length to be measured at site (measurement to be taken only
from the front face), fabricated from factory-made engineered wood boards (E1/E0 grade,
melamine-faced pre-laminated) conforming to IS 12823, with 2 mm PVC edge-banding, internal
107 shelving, lockable shutters with soft-close hinges as per IS 12817, drawer modules wherever 15.00 Smt 10,150.50
required, base frame/skirting, and all necessary hardware such as handles, brackets, channels,
levellers and fasteners; including complete factory finishing, cutting, assembling, alignment and
installation at site, all complete as per approved drawings, relevant IS codes and as per the
guidelines and directions of the Engineer-in-Charge.
Conference Room Table
Providing, fabricating, supplying and installing Conference Table of approximate size
3900×1500×750 mm made from factory-finished engineered wood boards (E1/E0 grade,
melamine-faced, both-side pre-laminated) conforming to IS 12823, including 2 mm PVC edge-
banding to all exposed edges, built-in modesty panel, structural support members, wire-
108 management provision with 2 Nos. integrated electrical pop-up boxes (suitable for power + 1.00 Nos 62,620.00
data), and all required hardware such as brackets, channels, fasteners and levellers; including
complete factory cutting, finishing, assembling, alignment and installation at site, all complete
as per approved drawings, relevant IS codes and as per the guidelines and directions of the
Engineer-in-Charge.
High Back Chair
Providing and supplying HOF – SPON H High Back Mesh Chair, ergonomically designed, with
adjustable headrest and breathable mesh back. Chair shall have PU moulded seat cushion,
109 adjustable armrests with PU pads, gas-lift mechanism for seat height adjustment, synchro-tilt 7.00 Nos 24,745.00
mechanism with single-position back lock, and a five-prong nylon base fitted with twin-wheel
castors. The chair shall be factory-finished, durable, smooth-operating and delivered complete
as directed by the Engineer-in-Charge.
Providing and supplying HOF–CATI model high-back revolving office chair with powder-coated
metal base and 50mm twin wheel nylon castors, fitted with 100mm stroke length gas lift for
height adjustment. Chair shall have PU moulded seat with seat height approximately 45cm,
110 seat depth 44.5cm, and overall chair height about 100cm, with height adjustable PU padded 30.00 Nos 16,665.00
armrests positioned 17cm above seat level. The backrest shall be made of high-strength plastic
frame with breathable mesh fabric, ergonomically designed for comfort and lumbar support.
The chair shall be provided with single lock synchro-tilt mechanism for reclining and upright
posture locking, complete in all respects as per manufacturer’s specification and direction of
Engineer-in-Charge.
1) The subgrade shall be dressed, compacted, and properly levelled.
2) sub-base to be laid in layers, compacted with mechanical compactor to required density.
3) Proper slope/ camber shall be maintained for drainage.
4) Bedding layer of coarse sand (20–25 mm thick) to be spread evenly, levelled, and screeded.
5) Paver blocks to be laid in approved pattern, true to line and level, with uniform joints.
6) Joints to be filled with dry sand, spread and vibrated with plate compactor until filled
7) Edge restraints/ kerbs to be fixed prior to paver laying for stability.
8) Kerb stones to be laid on cement concrete foundation (as per drawings), joints filled with
- mortar, and finished flush. - - - -
9) Proper curvature/ alignment to be maintained along roads/ pathways.
10) All materials and samples to be approved by Engineer-in-Charge prior to use.
11) Rates shall include all labour, materials, machinery, compaction, wastage, and making good
12) Work shall be carried out in line with approved drawings, specifications, and instructions of
Engineer-in-Charge.
13) Any variation in material/ brand/ thickness shall require prior approval.
Rolling and consolidation of soling including filling in depression which occur during the
process, with power roler 8 tonne to 12 tonne.
Supplying and spreading of graded stone aggregate of following sizes for rolling and W.B.M.
112 including filling the interstices to required camber and gradient (2) Hand broken stone 91.95 Cmt 582.58
aggregate 40 mm to 63 mm size.
Providing and Laying trimix Controlled cement concrete M-250 finishing smooth with curing
etc. complete including the cost of formwork but exculding the cost of reinforcement for
113 internal road having thickness of 15 CM.compaction and finishing of road by trimix process 3.60 Cmt 6,510.87
surface by using vaccum dewatering, floater surface vibrator etc.Rate are also inclusive of
Providing and Mixing Plastisizer of approved make.
Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm
114 length,30cm height and 15cm thick of M250 grade concret as per approved design and 78.00 Rmt 374.93
including excavation for fixing in proper line and level, filling the joint with C:M 1:3 (1cement :
3fine sand) etc complete.
Painting lines, deashes, arrows, letters etc. on concrete & bituminous surfaces, Air fields and
115 like in two coats with marking paint with any colour, brushing including cleaning the surface of 9.80 Smt 132.37
all dirt, dust and other foreign matter. (i) Over 10cm in width
Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat
cement finishing, watering etc. complete.
Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-
40 grade made by block making machine with strong vibratory compaction, of approved size,
117 design & shape, laid in required colour and pattern over and including 50 mm thick compacted 595.00 Smt 752.97
bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of
Engineer-in-charge.
1) All plants, shrubs, and trees shall be true to species/ variety, healthy, disease-free, and
approved by the Engineer-in-Charge.
2) Fertilizers, manure, and soil conditioners shall be of standard quality and free from harmful
3) The topsoil shall be cleared of stones, debris, and weeds; minimum 150 mm thick good soil
to be provided where required.
4) Pits for trees/ shrubs shall be dug to specified size, filled with a mixture of good earth,
manure, and fertilizer.
5) Grass shall be laid in proper line and level with tight joints and compacted with roller.
6) Adequate watering shall be carried out immediately after planting and as required
7) Proper slope and drainage shall be maintained to avoid waterlogging.
8) Contractor shall ensure continuous watering until final handover.
9) Work shall be carried out as per instructions of the Engineer-in-Charge.
10) Rates shall be inclusive of all labour, materials, tools, transport, scaffolding, and
maintenance during defect liability/ maintenance period.
Anti termite treatment of lawn / plant area through premise 30.50% I P. one liter premise
118 diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area. 70.00 Sqm 7.63
(two application) i/c cost of chemical)and as per direction of officer-in-charge.
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete.
Supplying and stacking at site dump manure, compost or other specified fertilizer (as specified
121 in specification) from approved source, and stack wherever required and as directed by 6.30 Cum 293.61
Engineer-in-charge.
Screened through sieve of I.S. designation 16 mm
Mixing earth and sludge or manure in the required proportion specified or directed by the
122 Officer-in-charge. 21.00 Cum 36.92
Spreading/ filling of sludge, dump manure, good earth/ available excavated and/ or top layer of
plot (as per surface excavation) for all lead (within plot/ side area) in required thickness as per
123 direction of Engineer-in-charge (Cost of sludge, dump manure and / or good earth to be paid in 21.00 Cum 52.88
relevant tender item).
Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for
30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including
124 supplying good earth, if needed (good earth shall be paid for separately). 70.00 Sqm 13.44
With grass Turf
Purple Fountain Grass - 1 to 1.5 feet (As per proposed planting palette in technical
126 Canna lilly - 1 to 1.5 feet (As per proposed planting palette in technical specification) 10.00 No 199.02
127 Lily turf - 1 to 1.5 feet (As per proposed planting palette in technical specification) 5.00 No 170.87
Jungle genaium - 1 to 1.5 feet (As per proposed planting palette in technical specification)
Blue plumbago - 1 to 1.5 feet (As per proposed planting palette in technical specification)
Yellow trumpetbush - 1 to 1.5 feet (As per proposed planting palette in technical specification)
Dwarf white bauhinia - 1 to 1.5 feet (As per proposed planting palette in technical specification)
Cape honeysuckle - 1 to 1.5 feet (As per proposed planting palette in technical specification)
Fountain grass - 1 to 1.5 feet (As per proposed planting palette in technical specification)
Tecoma red (dwarf) - 1 to 1.5 feet (As per proposed planting palette in technical specification)
Tecoma yellow (dwarf) - 1 to 1.5 feet (As per proposed planting palette in technical
Tecoma orange (dwarf) - 1 to 1.5 feet (As per proposed planting palette in technical
137 Foxtail palm - 3 to 5 feet (As per proposed planting palette in technical specification) 5.00 No 1,423.76
Green terminalia - 3 to 5 feet (As per proposed planting palette in technical specification)
139 Gulmohor - 3 to 5 feet (As per proposed planting palette in technical specification) 7.00 No 100.48
140 Saptparni - 3 to 5 feet (As per proposed planting palette in technical specification) 8.00 No 114.56
141 Champa - 3 to 5 feet (As per proposed planting palette in technical specification) 5.00 No 142.71
1) Pipes and fittings shall be ISI marked and of approved make.
2) Pipes & fittings shall be of specific brands like Supreme Industries Ltd, Prince Pipes & Fittings
Ltd, Finolex Industries Ltd, Astral Limited and other similer brands as per approval of Engineer-
3) Valves, cocks, traps and fixtures shall be of standard quality and as per Engineer-in-Charge’s
4) All pipelines shall be laid true to line, level, and properly supported.
5) Concealed lines shall be pressure-tested before plastering/ finishing.
6) Traps and fittings shall be fixed with proper alignment and water seal.
7) Openings and chases for pipes shall be made good after installation.
8) Water supply lines shall be hydraulically tested to required pressure.
9) All rates shall be inclusive of material, labour, scaffolding, cutting, chasing, testing, and
10) Work shall be carried out strictly as per manufacturer’s instructions and direction of
Providing and fixing wash down wall mounting EWC-P of approved shade, conforming to
Pattern 2 of IS: 2556 (Part -II), with SWR Self it Soil PVC pipe and plug bend as per
specifications; glazed vitreous / Coloured European Water Closet with Metropole flush valve,
connecting PVC 110mm dia soil pipe with PVC coupling, nuts, Ragbolt, Gasket Fitiiing and solid
142 verity heavy duty plastic seat cover as per IS-2548, of approved make; hole in walls/slab/beam 17.00 Each 17,405.03
and making good etc. complete as per directed by the Engineer's Representative.
W.C Wall Hung : Jaquar, Model No. : CNS-WHT-963UFSM
Metropole flush valve : Jaquar, Model No. : FLV-CHR-1085NG
Providing and fixing in position 15 mm C.P. brass bib cock of best quality including cutting and
143 making good the wall where required etc. complete as per directed by the Engineer's 19.00 Each 2,624.08
Representative.
Bib Cock : Jaquar, Model No. : OPP-CHR-15037PM
Providing and fixing 15mm C.P. brass angle valve with wall flange complete, including cutting
144 and making good the wall where required etc. complete as per directed by the Engineer's 44.00 Each 1,737.30
Representative.
Angle Valve :Jaquar, Model No. : OPP-CHR-15053PM
Providing and fixing of Hand Shower (Health Faucet), with 8mm Dia,1Rmt Long pvc Tube and
145 Wall Hook accessories to .complete the item etc. complete as per directed by the Engineer's 17.00 Each 1,838.68
Representative.
Health Faucet :Jaquar, Model No. : ALD-CHR-565
Providing and fixing White glazed vitreous Oval Wash Basin WALL HUNG, size 560x430x195
mm., with supporting M.S. or C.I. Brackets, necessary pipe connection up to the outside face of
the wall, Waste coupling 32 mm size full thread with 80 mm height Chrome plated, Bottle trap
Chrome plated , Pressmatic Pillar Cock including necessary fittings with wall Flange etc.
146 complete in all respects including cutting and making good the walls etc. complete as per 13.00 Each 8,746.74
directed by the Engineer's Representative.
Wash basin : Jaquar, Model No. : CNS-WHT-811
Waste coupling : Jaquar, Model No. : ALD-CHR-705L130
Bottle trap : Jaquar, Model No. : ALD-CHR-769L300X190
Providing and fixing of C.P. copper connecting pipe 450 mm long and nuts, washer and brass
147 flange complete, including cutting and making good the wall where required etc. complete as 13.00 Each 459.55
per directed by the Engineer's Representative.
Braided Hose Copper Pipe : :Jaquar, Model No. :ALD-CHR-805B
Providing and fixing Pressmatic Pillar Cock of best quality necessary fittings with wall Flange
148 etc. complete in all respects including cutting and making good the walls etc. complete as per 13.00 Each 2,772.91
directed by the Engineer's Representative.
Pressmatic Pillar Cock : Jaquar, Model No. : PRS-CHR-001
Providing and fixing Long Body Bib Cock with Wall Flange best quality including cutting and
149 making good the wall where required etc. complete as per directed by the Engineer's 19.00 Each 2,494.50
Representative.
Long Body Bib cock : Jaquar Continental, Model No: OPP-CHR-15037PM
Providing and fixing white vitreous china flat back Urinal of size 385x325x635mm as per IS-
2556 (Part-2) with C.I. hangers and pipe to wall with C.P. flange with AUTO CLOSING
CONCEALED Type Urinal flush valve, complete including cutting and making good the walls
150 wherever required etc. complete as per directed by the Engineer's Representative. 10.00 Each 14,069.45
Urinal :Jaquar, Model No. :URS-WHT-13253N
Urinal Flush valve ,Jaquar, Model No. : PRS-CHR-073
Providing and fixing in position best Indian make toilet recessed type paper holder complete in
151 all respects including cutting and making good the walls etc. complete as per directed by the 18.00 Each 1,585.84
Engineer's Representative.
Toilet Paper Holder : Jaquar, Model No. :AHS-CHR-1551
Providing and fixing in position best Indian make C.P. brass twin way QUOTE and hat hooks
fixed into wall with C.P. Brass screws and rawlplugs etc. complete including cutting and making
152 good the walls etc. complete as per directed by the Engineer's Representative. 20.00 Each 884.25
Twin Way coat Hook: Jaquar, Model No. :ACN-CHR-1161N
Providing and fixing electrical hand dryer, fully automatic type etc. complete as per directed by
153 the Engineer's Representative. 9.00 Each 10,051.50
Hand Dryer : Jaquar, Model No. :HDR-SSF-AK2803D
Providing and fixing C.P. brass liquid soap container of best quality etc. complete as per
154 directed by the Engineer's Representative. 13.00 Each 1,433.76
Liquid Soap Container : Jaquar, Model No. : SDR-WHT-DJ0010F
Providing and fixing of 2 way Single Lever Diverter Mixer including of Concealed Fitting with
Built in Non return Valve , concealed stop cock for hot and cold water supply controlling with
Diverter Handle with Spout and overhead shower etc. complete as per directed by the
155 Engineer's Representative. Diverter, Make : Jaquar, Model : KUP-CHR-35065NKPM Concealed 18.00 Each 15,317.99
body for Diverter : Jaquar, Model : ALD-CHR-065N Shower head, Make : Jaquar, Model : OHS-
CHR-1757 Shower arm, Make : Jaquar, Model : SHA-CHR-455L400 Spout, Make : Jaquar, Model
: SPJ-CHR-35429PM
Providing & fixing stainless steel recessed type soap dish of approved make. Including providing
156 & fixing screws, washers, cutting & making good the walls etc. complete as per directed by the 19.00 Each 977.52
Engineer's Representative.
Soap Dish : Jaquar, Model No. : ACN-CHR-1131N
Providing and fixing towel rail of approved make including, providing and fixing C.P. brass
157 screws, making holes in walls and making good etc. complete as per directed by the Engineer's 18.00 Each 1,560.49
Representative.
Towel Rail : Jaquar, Model No. : ACN-1111BNM
Providing and fixing of Handicap toilet cruse set complete set including EWC, Flushing cistern,
soft close seat cover, twin flush fitting, Washbasin, single lever basin mixture, wall mounted
grab bar, wall mounted hinged handrail, bottle trap including jointing the trap with soil pipe in
158 cement mortar 1:1 (1 cement : 1 fine sand) including providing and fixing plastic seat cover for 1.00 Each 50,335.37
wash down W.C. with C.P. brass hinges and rubber buffers white plastic seat and jet spray
including cutting holes in walls and making good etc. complete as directed by Engineer In
Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass mounted on
159 6mm thick A.C. sheet or plywood sheet and fixing to wooden pluge with C.P. brass screws and 13.00 Each 859.41
160 Providing and fixing brass screw down stop tap.(A) 15mm dia. 18.00 Each 205.83
161 Providing and fixing brass screw down stop tap.(B) 20mm dia. 17.00 Each 223.81
162 Providing and fixing brass screw down stop tap.(C) 25mm dia. 13.00 Each 220.82
163 Providing and fixing Gun metal check or non-return fullway wheel valve.(A) 15mm dia. 11.00 Each 186.83
164 Providing and fixing Gun metal check or non-return fullway wheel valve.(B) 20mm dia. 9.00 Each 203.82
165 Providing and fixing Gun metal check or non-return fullway wheel valve.(C) 25mm dia. 8.00 Each 420.64
166 Providing and fixing Gun metal check or non-return fullway wheel valve.(D) 32mm dia. 6.00 Each 314.73
167 Providing and fixing Gun metal check or non-return fullway wheel valve.(E) 40mm dia. 5.00 Each 663.43
Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less than 35Kg.
Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two
coats of Anti-corrosive paint etc. complete.
Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having
170 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 106.20 Rmt 170.36
fittings and clamps including making good the wall, ceiling and floor etc. complete.[A] 15 mm.
Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having
171 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 186.00 Rmt 208.80
fittings and clamps including making good the wall, ceiling and floor etc. complete. [B] 20 mm.
Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having
172 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 199.50 Rmt 253.83
fittings and clamps including making good the wall, ceiling and floor etc. complete. [C] 25 mm.
Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having
173 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 113.50 Rmt 338.24
fittings and clamps including making good the wall, ceiling and floor etc. complete. [D] 32mm.
Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having
174 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 74.00 Rmt 447.73
fittings and clamps including making good the wall, ceiling and floor etc. complete. [E] 40mm.
Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having
175 National Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube 230.00 Rmt 660.59
fittings and clamps including making good the wall, ceiling and floor etc. complete. [F] 50mm.
176 Providing and fixing Gun metal check or non-return fullway wheel valve.(C) 25mm dia. 9.00 Each 420.64
177 Providing and fixing Gun metal check or non-return fullway wheel valve.(E) 40mm dia. 7.00 Each 663.43
Providing, 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
178 the size 160 mm diametre x 210 mm length x 196 mm heigh at every 2000 mm center to center 111.50 Rmt 834.39
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
Providing, 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
179 the size 110 mm diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center 171.00 Rmt 897.79
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
Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with jali of the
180 following nominal diameter of self cleansing design with C.I scread down or hinged grating 35.00 Each 600.24
including the cost of cutting and making good the walls.
Providing erecting and fixing double coated ISI water tank of required capacity each with all
necessary fitting and connection etc. complete on terrace
Providing and fixing ball cock of approved. quality as
directed.(A) Copper Metal (i) 25mm dia.
Providing and fixing ball cock of approved. quality as
directed.(A) Copper Metal (ii) 50mm dia.
Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I.
184 cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth 14.00 Each 1,292.20
traps. (A) 100mm x 100mm size P type.
Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure
185 pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for 85.00 Rmt 444.62
collar joints including testing of joints complete. (D) 300mm
Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure
186 pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for 160.00 Rmt 805.45
collar joints including testing of joints complete. (E) 450mm
Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded
stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand
:6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement
: 3-coarse sand) finished with a floating coat of neat cement and making channels in cement
concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished
187 smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep 6.00 Each 11,029.97
including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not
less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of
brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement
Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth 0.90 Metre for 150mm diameter sewer.
Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded
stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand
:6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement
: 3-coarse sand) finished with a floating coat of neat cement and making channels in cement
concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished
188 smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep 4.00 Each 19,349.64
including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not
less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of
brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement
Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm diameter sewer.
Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with
bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light
duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than
38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement
189 :2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside 6.00 Each 3,660.76
plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat
cement on walls and bed concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm and
450mm deep for pipe line with one or two inlets.
Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with
bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light
duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than
190 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement 8.00 Ea. 2,932.93
:2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside
plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat
cement on walls and bed concrete etc. complete.(i) Inside dimensions 455mmx 610mm and
450mm deep for single pipe line.
Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following
191 nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for 80.00 Mtr. 725.71
separately)(E) 65mm
Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following
192 nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for 54.00 Mtr. 426.41
separately)(D) 40mm
Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following
193 nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately) 72.00 Mtr. 282.99
Supply, Installation, Testing and Commissioning of Electric driven fire pump suitable for
automatic/manual operation and consisting of following: complete in all respect as required.a)
194 Monoblock pump & DIESEL PUMP SET to ensure a minimum pressure of 3.5 kg /sq.cm. at 1.00 No. 8,67,792.00
highest and farthest outlet at specified flow of 2280 Lpm at 60 m. head conforming to IS
standards B) 180 LPM JOKEY PUMP
Supplying, Installation, Testing and Commissioning of Control Panel suitable for
automatic/manual operation of fire fighting pumps consisting (a) Necessary cabling, wiring,
195 earthing from panel to individual equipment shall be included in the quoted price. (b) Facility 1.00 Set. 46,056.00
for more selections i.e auto or manual. (c) Protection failure and control cabling. (d)
interlocking of pressure switch with pumps (e) soft starter
Supply, Installation, Testing and Commissioning of 150mm dia Pressure Gauge of range 0-
16Kg/cm² conforming to IS-3624 having bourdon tube of stainless steel 310 in cast aluminium,
196 stove enameled, black, weather proof case with outer, screwed aluminium bezel and complete 1.00 No. 1,515.00
with necessary U-type stainless steel siphon tube and cock including providing suitably painted
angle iron support to the tube etc. as per specification complete as required.
Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /
screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as MS
bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends
197 / flanges etc., and laying on the surface including painting with one coats of anticorrosive 6.00 Rmt. 2,421.58
primer and one coats of approved red enamel paint after laying and testing after Installation
etc. as per specifications complete as required.
Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /
screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as MS
bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends
198 / flanges etc., and laying on the surface including painting with one coats of anticorrosive 65.00 Rmt. 1,890.72
primer and one coats of approved red enamel paint after laying and testing after Installation
etc. as per specifications complete as required.
Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /
screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as MS
bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends
199 / flanges etc., and laying on the surface including painting with one coats of anticorrosive 148.00 Rmt. 1,515.00
primer and one coats of approved red enamel paint after laying and testing after Installation
etc. as per specifications complete as required.
Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /
screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as MS
bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends
200 / flanges etc., and laying on the surface including painting with one coats of anticorrosive 10.00 Rmt. 1,230.18
primer and one coats of approved red enamel paint after laying and testing after Installation
etc. as per specifications complete as required.
Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /
screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as MS
bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends
201 / flanges etc., and laying on the surface including painting with one coats of anticorrosive 80.00 Rmt. 1,037.48
primer and one coats of approved red enamel paint after laying and testing after Installation
etc. as per specifications complete as required.
Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /
screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as MS
bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends
202 / flanges etc., and laying on the surface including painting with one coats of anticorrosive 10.00 Rmt. 830.22
primer and one coats of approved red enamel paint after laying and testing after Installation
etc. as per specifications complete as required.
Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /
screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as MS
bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends
203 / flanges etc., and laying on the surface including painting with one coats of anticorrosive 2.00 Rmt. 727.20
primer and one coats of approved red enamel paint after laying and testing after Installation
etc. as per specifications complete as required.
Supply, Installation, Testing and Commissioning of the following sizes of flange jointed /
screwed / welded, M S Pipes of Class C (Hevy class) ISI marked including accessories such as MS
bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends
204 / flanges etc., and laying on the surface including painting with one coats of anticorrosive 390.00 Rmt. 436.32
primer and one coats of approved red enamel paint after laying and testing after Installation
etc. as per specifications complete as required.
Supply, installation, testing and commissioning of C.I. Butterfly valve (PN1.6) with flanges, nut
205 bolts, gaskets complete as required. 1.00 Nos. 6,908.40
Supply, installation, testing and commissioning of C.I. Butterfly valve (PN1.6) with flanges, nut
206 bolts, gaskets complete as required. 5.00 Nos. 4,605.60
Supply, installation, testing and commissioning of C.I. Butterfly valve (PN1.6) with flanges, nut
207 bolts, gaskets complete as required. 1.00 Nos. 3,696.60
Supply, installation, testing and commissioning of C.I. Butterfly valve (PN1.6) with flanges, nut
208 bolts, gaskets complete as required. 1.00 Nos. 2,993.64
Supply, installation, testing and commissioning of C.I. Butterfly valve (PN1.6) with flanges, nut
209 bolts, gaskets complete as required. 1.00 Nos. 2,302.80
Supply, Installation, Testing and Commissioning of NON RETURN VALVE. NRV
Supply, Installation, Testing and Commissioning of NON RETURN VALVE. NRV
Supply, Installation, Testing and Commissioning of NON RETURN VALVE. NRV
Supply, installation, testing and commissioning Single Headed Fire Hydrant Valve with 80mm
N.B. flanged inlet, 63mm dia female instantaneous outlet type. S.S. coupling, blank cap, chain,
213 twist release type lug & all accessories Conforming to IS:5290. Including fixing with supports, 8.00 Nos. 5,454.00
flanged tapping from wet riser, orifice plate complete as required by the Local Fire Authority.
Supply, Installation, Testing and Commissioning of Weather proof Standard MS Fire Hose
214 Cabinet wall mounting type (450mm x 600mm x 250mm deep) having single opening with 8.00 Nos. 1,818.00
necessary locking arrangement by allan key suitable for housing 1no. hose pipe, 1no. Branch
pipe & nozzle spanner.
Supply, installation, testing and commissioning non-percolating rubber reinforced lined fire
Hose pipe (as per IS:636) of 63mm dia and 15mtrs long. The hose shall be rated for burst
215 pressure of 35.7Kg/sqcm. Hose shall be complete with ISI marked SS male & female coupling 8.00 Nos. 4,969.20
(IS:903) bound & riveted to hose pipe with SS rivets & 1.5mm SS wire.
Supply, Installation, Testing and commissioning of 63 mm dia instantaneous pattern COM SS
216 short branch pipe, 20mm dia nozzle conforming to IS903, suitable for inter connection to hose 8.00 Nos. 1,454.40
pipe coupling complete as required by the Local Fire Authority.
Supply, installation, testing and commissioning of First Aid Hose Reel equipment conforming to
IS:884 comprising of hose reel drum, 8 mm shut off nozzle, Rubber hose reel tubing as per IS:
217 444 of 25 mm dia x 30 mtr. long, painting, Manual fix type with fixing bracket, anchor fastener, 8.00 Nos. 5,211.60
bolts & nuts etc. complete as required by Local Fire Authority
Supply, installation, testing and commissioning of SS Ball Valve.
Supply, installation, testing and commissioning of Cast lron Two Way Fire Brigade Inlet as per
219 IS:904 having 63mm dia inlet with blank cap and chain with necessary fittings, flanges, nut 1.00 No. 5,454.00
bolts etc. complete as required.
Supply, Installation, Testing and Commissioning of Gun Metal Air Release Valve with necessary
fittings. Size: 25 mm (For Riser)
Supply, Installation, Testing and commissioning of
a) Pendent Sprinkler 57°C standard response (K-80)
Supply, installation, testing and commissioning of Pump on/off Remote switches to each
internal hydrant valve with required accessories.
Supply, installation, testing and commissioning of XLPE insulated copper Cable from each
switches to Panel with all necessary accessories.
Providing and fixing of Manual Fire Alarm system as per requirement and specification
224 consisting of following items 5.00 Nos. 969.60
a) Manual call point (FR-Polymer)
Providing and fixing of Manual Fire Alarm system as per requirement and specification
225 consisting of following items 5.00 Nos. 969.60
b) Hooters (FR-Polymer)
Providing and fixing of Manual Fire Alarm system as per requirement and specification
226 consisting of following items 145.00 Mtrs. 181.80
c) Cable & other accessories: C XLPE insulated copper
Providing and fixing of Manual Fire Alarm system as per requirement and specification
227 consisting of following items 1.00 Nos. 10,665.60
d) Manual Fire Alarm Panel
Supply, installation, testing and commissioning of Carbon Dioxide (Co2) type Fire Extinguisher
228 of 4.5 kg confirm to IS:15683, with ISI marked / TAC approved fitted with required accessories 6.00 Nos. 6,181.20
including wall suspension brackets.
Supply, installation, testing and commissioning of ABC type 6 kg confirm to IS:15683, with ISI
229 marked / TAC approved fitted with required accessories including wall suspension brackets. 6.00 Nos. 2,181.60
230 FSPA AND NOC CHARGE 1.00 Nos. 42,420.00
231 SMOKE DETECTOR 98.00 Nos. 1,696.80
1) All materials shall be ISI marked/ conforming to relevant IS/ IEC standards and of approved
PVC pipes & accessories: Precision, BLP, Vraj or equivalent approved.
Wires/ Cables (FRLS type): RR Kabel, KEI, Polycab.
Cables (power/ control): HMT, Cable Corp, Cablecel or equivalent.
Switchgears: Schneider, Siemens.
DB/ MCB/ RCCB: Schneider, Legrand, Hager.
Switches & accessories: Schneider, Legrand.
Light panels: Crompton, Philips.
Ceiling fans: Crompton, Usha, Havells.
- Exhaust fans: Crompton, Usha, Havells. - - - -
Post-top lamps: Philips, K-Lite, Crompton.
LED flood lights: Crompton, Nissan.
Water cooler: Usha, Blue Star.
Pressure pump: Grundfos.
Cable lugs: Dowells, 3D.
2) All conduits shall be laid in proper alignment, concealed/ surface as per Instructions, with
necessary saddles, junction boxes, bends, tees, and inspection boxes.
3) Wiring shall be done with proper ferrules/ numbering and lugs. No loose joints/ taped
connections shall be permitted.
4) Switches, sockets, and accessories shall be installed in flush metal boxes/ PVC boxes with
proper earthing.
5) Distribution boards shall be properly mounted, dressed, and labelled.
6) Fans, lights, and fixtures shall be installed with necessary supports and tested.
7) All wiring circuits shall be tested for continuity, insulation resistance, and polarity before
8) Earthing shall be provided as per IS 3043 with earth electrodes/ pits tested for resistance ≤
9) All equipment, DBs, panels, and circuits shall be checked for phase sequence, load balancing,
and proper functioning.
10) Contractor shall provide test reports and completion certificate before handing over.
11) Work shall be coordinated with other services to avoid clashes.
12) All rates shall be inclusive of supply, installation, testing, commissioning, scaffolding,
cutting/ chasing, and making good.
13) Entire work shall be executed as per relevant IS standards, IE rules, and direction of
Engineer-in-Charge.
14) Any other brand/ make not listed above shall be used only with prior written permission of
the Engineer-in-Charge.
Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of ISI
marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length , in
below type of pipe erected with 6A Modular type switch / bell push & accessories and earth
continuity of following type, erected on PVC / Metallic/Wooden box, single mounting base
232 frame covered with textured/metallic/white front plate modules erected on / in wall / ceiling 270.00 Pt. 493.89
as per pipe erected, with necessary Lamp holder/ceiling rose / H.D.Connector as directed.
(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete
Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of .ISI
marked 1.1 KV Grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in
below type of pipe erected with 6A Modular type switch and hum free EME step type
electronic fan regulator mounted and accessories with earth continuity of following type
233 erected on PVC / Metallic/Wooden box, single mounting base frame covered with 66.00 Pt. 705.99
textured/metallic/white front plate modules erected on / in wall / ceiling as per pipe erected.
with necessary ceiling rose / H.D.Connector as directed.
(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete
Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket erected on
PVC / Metallic/Wooden box, single mounting base frame covered with textured /
234 metallic/white front plate modules erected on / in wall / ceiling with following type accessories 62.00 Pt. 283.81
Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked
1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in below type
of pipe erected complete with Modular type switch & 5 pin Plug erected on PVC /
Metallic/Wooden box covered with appropriate front plate modules erected on / in wall /
235 ceiling as per pipe erected with following type of accessories. 133.00 Pt. 524.19
[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby switchboard/mcb db
(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete
Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked
1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in below type
of pipe erected complete with Modular type switch & 5 pin Plug erected on PVC /
Metallic/Wooden box covered with appropriate front plate modules erected on / in wall /
236 ceiling as per pipe erected with following type of accessories. 47.00 Pt. 788.81
[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db board.
(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete
Providing following type of Modular Type Accessories mounted with PVC / metallic/Wooden
box, single mounting base frame covered with textured / metallic/white front plate , modules
erected with necessary connections as per site situation directed by Engineer In charge.
237 (3) Two Pin/RJ-11 Telephone Socket 33.00 Ea. 179.78
[A] For One Gang
Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper
conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling,
238 with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth 2,280.00 Mtr. 90.90
continuity of following size
(A) With medium class Rigid PVC pipe and accessories
(b) 2 wire 2.5 sq. mm
providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper
conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm
239 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 1,415.00 Mtr. 124.23
(A) with medium class Rigid PVC pipe and accessories
(a) 2 wire 4 sq. mm
providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper
conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm
240 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 210.00 Mtr. 202.00
(A) with medium class Rigid PVC pipe and accessories
(g) 4 wire 4 sq. mm
providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper
conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm
copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of
241 following size 90.00 Mtr. 476.72
(A) with medium class Rigid PVC pipe and accessories
(i) 4 wire 10 sq. mm
(use earth wire of 4 sq.mm )
Supplying & erecting approved make Telephone Cable electrolytic copper conductor PE
insulation twisted in two pairs, & wrapped with FRLS PVC tape & sheathed with FRLS PVC or
HFFR outer Jacket suitable for telephone wiring & confirming to C-DOT erected in existing pipe.
242 of following size of conductors & nos.of pairs. With necessary connections. 1,095.00 Mtr. 43.43
[A] Conductor Size 0.5 mm
Supplying & erecting approved make LAN cable of following size in existing pipe as per direction
Supplying & erecting approved make LAN cable of following size in existing pipe as per direction
Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing
Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot
dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe
dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm with
constant ohmic value surrounded by highly conductive compound with high charge dissipation
suitable for following type of applications with chamber and heavy duty cover. (A)(approved
make OEM has to submit test certificate including value of earth resistance of installation duly
stamped and signed by agency and officer Incharge has to ensure the value of earthing
resistane mentioned in test Certificate) & having back filling compound of (B) Inner chemical
(CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017, Voltage drop:- <
1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing
compound should be capable to retain moisture for long time Necessary test report must be
submitted by Agency.
(b)For Electrical installation up to 11 KV in normal soil.
Length of Pipe : 2.00 mtrs
Back filling Compound :1 no. Bag of 25 Kg.
Providing and erecting required size HOT deep Galvanised iron strip for earthing of H.T. , OCB/
ACB/ Transformer LT panel board, Motors etc. using proper clamp.
Providing and erecting required size Copper strip for earthing of H.T. OCB / ACB/ Transformer,
LT panel board, Motors etc. using copper clamp.
248 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 10.00 Kg. 937.28
Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium
249 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of 60.00 Mtr. 438.34
following size of cables
(D) 3 1/2 core 70 Sq. mm ( 35 Sq. mm 1/2 core)
Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper
250 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at 150.00 Mtr. 597.92
road crossing or floor of following size of cables.
(C) 4 core 6 Sq. mm
Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper
251 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at 70.00 Mtr. 426.22
road crossing or floor of following size of cables.
(B) 4 core 4 Sq. mm
Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper
252 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at 230.00 Mtr. 317.14
road crossing or floor of following size of cables.
(A) 4 core 2.5 Sq. mm
Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv grade ISI marked
253 copper wires of following size to be erected as directed. 980.00 Mtr. 51.51
(e) 1.50 Sq.mm 3 core round PVC sheathed
providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed
copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in
254 existing pipe of following size (Specifically for control panel, relays, power switchgears, motor 100.00 Mtr. 40.40
starters & control wiring) with required size of copper lugs, nuts and bolts if required.
(d) One wire 4.00 sq. mm
Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size
255 evenly crimped with high pressure tool & connected to switchgear terminals with 12.00 Ea. 28.28
brass/cadmium plated nut bolts in an approved manner.
Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size
256 evenly crimped with high pressure tool & connected to switchgear terminals with 4.00 Ea. 23.23
brass/cadmium plated nut bolts in an approved manner.
Solder less crimping type Copper lugs conforming to IS suitable for cable of following size
257 evenly crimped with high pressure tool & connected to switchgear terminals with 24.00 Ea. 11.11
brass/cadmium plated nut bolts in an approved manner.
Solder less crimping type Copper lugs conforming to IS suitable for cable of following size
258 evenly crimped with high pressure tool & connected to switchgear terminals with 192.00 Ea. 9.09
brass/cadmium plated nut bolts in an approved manner.
Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC
259 insulated armoured cable complete with out going tails, insulating tape etc for following size of 56.00 Ea. 37.37
(A) 2 to 4 core 2.5 / 4 Sq. mm
Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC
260 insulated armoured cable complete with out going tails, insulating tape etc for following size of 2.00 Ea. 43.43
(B) 2 to 4 core 6 Sq. mm
Providing and, fixing heavy duty flange type brass double compression type cable gland with
261 rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc 4.00 Ea. 120.19
for following size of cables.
(C) 3 & 1/2 core 70 Sq. mm
Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface
mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC
61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same
262 company of MCB to be used) suitable for 5.00 Ea. 2,759.32
(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type
(b) sheet steel double door
Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface
mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC
61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same
263 company of MCB to be used) suitable for 2.00 Ea. 3,437.03
(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type
(b) sheet steel double door
Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface
mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC
61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same
264 company of MCB to be used) suitable for 2.00 Ea. 4,025.86
(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type
(b) sheet steel double door
Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface
mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC
61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same
265 company of MCB to be used) suitable for 1.00 Ea. 4,570.25
(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type
(b) sheet steel double door
Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface
mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC
61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same
266 company of MCB to be used) suitable for 3.00 Ea. 829.21
(A) single phase incoming and horizontal single phase outgoing
(a) single door (IP-30)
Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface
mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC
61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same
267 company of MCB to be used) suitable for 2.00 Ea. 418.14
(A) single phase incoming and horizontal single phase outgoing
(a) single door (IP-30)
Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of
30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase and
neutral 415V,50Hz. having characteristic of quick action & tripping with all advance feature &
268 do not incorporate any electronic component for following Max. rating erected as directed. 5.00 Ea. 3,585.50
(iii) 63 Amps. FP
Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of
30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase and
neutral 415V,50Hz. having characteristic of quick action & tripping with all advance feature &
269 do not incorporate any electronic component for following Max. rating erected as directed. 2.00 Ea. 3,110.80
(ii) 40Amps. FP
Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having 10KA
breaking capacity & confirms to IS :8828 in existing box having following capacity
Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having 10KA
breaking capacity & confirms to IS :8828 in existing box having following capacity
providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to operate on
272 240 V A.C. system and having breaking capacity 10 KA to be erected in existing box. confirming 194.00 Ea. 131.30
to IS 8828/1996 with ISI Mark
Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of
30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase and
neutral 415V,50Hz. having characteristic of quick action & tripping with all advance feature &
273 do not incorporate any electronic component for following Max. rating erected as directed. 1.00 Ea. 3,110.80
(ii) 40Amps. FP
providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of
30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on single phase
240 V,50Hz. having characteristic of quick action & tripping with all advance feature & do not
274 incorporate any electronic component. for following Max. rating erected as directed 1.00 Ea. 2,323.00
Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt
assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet
Steel conforming to IS: 513/CRCA/aluminium pressure die cast powder coated and high U.V. &
corrosion resistance with diffuser housed in aluminium casted body with company mark/name
160V to 270V,Power Factor more than 0.95, THD < 15 %,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt
275 LED driver efficiency > 85 % 89.00 Ea. 503.99
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of
Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity
between the ranges shown.)
(A) Square/ Circular shaped Surface/Recessed Mount Downlight with provision for spring
loaded mounting clips complete.IP20
(ii) 11-15 watts, Surge-2 KV
Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt
assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet
Steel conforming to IS: 513/CRCA/aluminium pressure die cast powder coated and high U.V. &
corrosion resistance with diffuser housed in aluminium casted body with company mark/name
160V to 270V,Power Factor more than 0.95, THD < 15 %,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt
276 LED driver efficiency > 85 % 165.00 Ea. 2,116.96
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of
Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity
between the ranges shown.)
(B) LED Panel Light with provision for Plane front frame with translucent cover fixed to housing
(vi) 36 watts, 24" x 24", Surge- 2KV
Providing & erecting Approved make Ceiling Fan with double ball bearing ISI mark with
277 Condenser 230 volt A.C.50 Hz 1200 mm sweep complete having 3 blades aluminium body and 66.00 Ea. 2,727.00
blade sets having ornamental design shanks , canopy erected with earthing. [ Make shall be
approved by Engineer in Charge]
Supplying & erecting approved make low noise decorative exhaust fan having square frame
278 ABS body with inbuilt lowers & square frame. 9.00 Ea. 2,009.90
200mm with 1350RPM Cat.II
Supplying and erecting LED street light / Flood light fittings with High power White LEDs
wattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and
corrosion free High pressure die cast aluminum housing with smooth finish powder coated and
heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses, with toughened
glass with company mark/name engraved or embossed 160 to 270 V,Power Factor more than
0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy>
279 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-80 certificates)(NOTE: 13.00 Ea. 7,050.81
Below description have shown ranges of Wattage capacity of LED fittings.The Engineer
incharge may select any wattage capacity between the ranges shown.)
(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC line supply
with over-voltage protection.
(iii) Above 60 to 90 watts
Supplying and erecting LED street light / Flood light fittings with High power White LEDs
wattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and
corrosion free High pressure die cast aluminum housing with smooth finish powder coated and
heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses, with toughened
glass with company mark/name engraved or embossed 160 to 270 V,Power Factor more than
0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy>
lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-80 certificates)(NOTE:
Below description have shown ranges of Wattage capacity of LED fittings.The Engineer
incharge may select any wattage capacity between the ranges shown.)
(C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot and spun aluminum
canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting driver and
accessories wired upto terminal block.IP
(a) LED Bollard fittings of minimum height 400 mm & dia.100mm having polycarbonate
281 clear/milky diffuser mounted on 3mm thick aluminium finished powder coated pipe with base 5.00 Ea. 2,451.27
plate 160x160mm with erection by M8x75mm fastner with required RCC foundation.IP65 for
to 20 watt ,surge-4kv cat-III
Supplying & erecting Galvanized M.S pipe post “B” class 88.9 mm O.D 6 mtr. Long duly painted
282 with two coats of aluminium paint complete with metallic base- plate of 300 mm x 300 mm x 13.00 Ea. 5,239.88
4mm thick for using as a compound light pole with approx. weight 47 Kg.
Providing and erecting Street Light pole bracket comprising main B Class MS pipe of
cm/require outside dia. complete with suitable B Class M.S. sleeve tubing of approx.
45cms.length and suitable for 76.5 mm /80mm / required size of pole top having sufficient
283 fasteners for fixing the brackets and having spread of 1.5.mtr. length with 110 deg.with vertical 13.00 Ea. 737.30
plane & suitable welded stays, reducer and with check nuts complete painted with one coat of
Red oxide / PU base primer and two coats of Aluminium / PU paint. paint with following nos of
[A] Single Arm Bracket 1.5 Mtr
Supplying & erecting Galvanized M.S pipe post “B” class 88.9 mm O.D 4 mtr. Long duly painted
284 with two coats of aluminium paint complete with metallic base plate of 300 mm x 300 mm x 4.00 Ea. 3,805.68
4mm thick for using as a compound light pole with approx. weight 32 Kg.
Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron
285 pipe with coupling and buch buried in specially prepared earth pit complete with necessary 8 17.00 Ea. 434.30
SWG earth wire.
286 For using salt and charcoal / coke as required for pipe type earthing. 17.00 Ea. 202.00
Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop-out
approx. 2mm thick box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for
287 mounting mob & hinged doors as per requirement having locking arrangements with mounting 17.00 Ea. 617.11
clamp with nuts, bolts & washers suitable for erection on pole with cable clamps& earth bolt of
following size of box.
(E) 200mm x 140mm x 125mm [deep]
Providing 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation for
the pole of size 45 x 45 x 100 cm. Deep in below ground level with plinth of 45 cm x 45 cm (or
288 45 cm dia x 45 cm) high upper ground level with necessary curing and finishing in approved 17.00 Ea. 953.44
( for 4 & 6 mtr pole)
289 5A, 10 way bakelite connector duly erected on existing board. 17.00 Ea. 29.29
4/5/6 Passengers, Ground plus 3 upper floors with Rated Speed of 1.0 m/sec.,
(B) With General Specification attached herewith. Cat.III
Providing & erecting water cooler having storage capacity 150 Ltr. & cooling capacity
Ltr.per hour @ an ambient temp of 45˚ C. The outlet temp. of the water should drop by 15˚C
291 within a hour, The water cooler should be comprising of hermetically sealed compressor, fan 2.00 Ea. 55,045.00
motor, condensing unit, water tank surrounded by evaporating, coil, thermostats, relay
etc.complete with necessary inlet & outlet connection. The body of water cooler will be made
from Stainless Steel.
Supplying and erecting approved make water filter having outer body of tough polycarbonate
292 with fitter cartridge having filter to trap micro elements with coupling suitable for erection on 2.00 Ea. 1,040.30
S.I.T.C. submersible pump set suitable for bore of 100 mm. dia. or more having three phase
motor capacity not more than 3 H.P. of different range with following capacity . Lifting and
293 Lowering taken extra. 1.00 Ea. 24,664.20
(A) (20 stage) 170 to 185 LPM discharge at 57 to 48 mtrs. Respectively head suitable for 50 mm
dia. delivery pipe
Supplying and erecting Direct - On - Line Starter with 18 A. rating contactor and with 3.5 Amp.
18A range directly operated in totally insulated elegant enclosure for single phase operation up
294 to 3 HP as per IS 13947 complete erected on P.W. Block with necessary connection. 1.00 Ea. 2,477.53
Providing & laying approved make Double walled corrugated pipes (DWC) of
polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same
295 material at required depth in existing trench for laying of cable. below ground / road surface 350.00 Mtr. 72.72
for enclosing cable
(A)50 mm outer dia
Providing & erecting PVC Corrugated Flexible Conduit with required nos. of coupling, PVC
296 bushes, Check-nuts etc. complete of following sizes. 1,000.00 Mtr. 23.23
Providing & erecting PVC Corrugated Flexible Conduit with required nos. of coupling, PVC
297 bushes, Check-nuts etc. complete of following sizes. 400.00 Mtr. 29.29
Providing & laying approved make ISI marked Rigid PVC pipe having 6Kg / cm2 (Class-3) to be
298 erected at road crossing on or floor as directed for laying of cable. The pipes as following size of 75.00 Mtr. 202.00
dia & weight per 6 mtr.
(E) 90 mm inner Dia (8.0 Kg / 6RMT)
Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating the fault
299 all over the run and back filling the same and making the surface as normal ground. 300.00 Mtr. 54.54
Supplying & erecting bank of all polypropylene condenser (APP type) with standard capacity of
2,3,5,7, 10,12.5 & 15 KVAR units of P.F. correction for operation on 3 phase 50 c/s, 400 /440V
300 (+ / - 10%) with externally discharging resistance, earthing terminal & built on angle iron of 25.00 KVAR 686.80
channel iron frame work and provided with terminal cover box. Complete erected on provided
iron bracket or on floor duly tested by license.
Supplying and erecting, commissioning and testing of Diesel Generating set confirming to IS:
4722:1968 & BS:5514 having continuous rating, 3 phase, 415 volts, 50 cycles A.C. supply
comprising of a totally enclosed air/water cooled diesel engine with multi-cylinders developing
suitable BHP not less than following capacity at 1500 RPM with 10% overload for one hour in
24 hours with standard accessories like fly wheel, lubricating oil cooler, "A" class governor,
heavy duty fuel wheel and lubricating oil filter, oil bath air filler, lubricating oil pressure gauge,
end exhaust manifold, standard set of tools with adjustable spanners, screw drivers, cylinder
head to cover, joint cylinder head to exhaust, element lube oil filter, 12 / 24 volts electric
starting equipment complete with standard heavy duty battery, dynamo, cut-outs, ammeter,
301 necessary wiring, pressure gauge, starter etc and heavy duty Residential type exhaust silencer 1.00 Each 9,72,529.00
and vertical hot air duct both logged with asbestos rope, save oil trays, exhaust piping of
required length, standard wall/floor mounted fuel with level indicator and piping and drip
proof alternator, self excited, self regulated, screen protected, with excitation system, capable
of delivering the rated system output at 415 volts, 3 phase, 0.8 PF, 50 Hz, 4 wire, running at
1500 RPM, conforming to IS-4722- 1968 with voltage regulation +/- 5% of rated voltage from
no load to full load. Both the engine and alternator fitted on a common fabricated steel base
plate with antivibration mounting engine and alternator both connected to each other by
flexible flange coupling and with
floor/wall mounted control panel box comprising of voltmeter ammeter, selector switches,
ACB / MCCB / MCB of adequate capacity, indicator lamps duly wired with HRC fuses. The
alternator & control panel shall be connected with provided suitable capacity armoured cable
and complete with Acoustic enclosure (canopy) made out of 16 SWG CRCA Sheet, sound
absorbing material Rockwool of 64 density & 100 mm thick conforming to IS:8183 / PU Foam of
40 Density - at least 40 mm. The resin bonded rockwool covered from inside the canopy by
perforated sheet with 3/4 mm holes, sound level not more than 75 dB at a distance of 1 mtr, as
per PVCT norms. Erection, commissioning and satisfactory testing as per requirement with first
filling of fuel, oil, etc. with guarantee / Warrantee of complete system for Two years. & with
obtaining all necessary certificate from Electrical Inspector. The Capacity and Ratings of DG sets
(M) Continuous rating of 125 KVA ,BHP not less than 154 BHP
302 2 MP Camera 40.00 Each 3,232.00
303 8CH POE 6.00 Each 4,545.00
305 Main L.T. Panel (As Per Drawing) 1.00 Each 1,81,800.00
SITC of Digital / PCM / TDM EPABX System having SMT design, system with flexible universal
slots. Inbuilt Auto attendant facility, Minimum 15 Nos. conference, Analog extension line,
Calling GSM, E&M line, PRI / EI & VOIP program me through Analog telephone digital key from
Ethernet, public address cord, shall have unrestricted simultaneous dialing facility,
QSIG protocol on PRI, 95 / STD / ISD / Local-Locking, Class of Service, Quick Dial-Single Digit
dialing of any two external number, Once only ring device, Chairman / Secretary - Do not
disturb Facility, Power Down Mode, Hot Line, Hot Outward Dialing, Day Night Mode, Auto Call
Back, Barge-in, Call Pick Up & Call Transfer, Call transfer while Ringing with Voice Guide System,
(DISA), Caller ID (CLI), CLI Base ECF, CLI Base routing Internet Ready Port, External Music Port,
Call Budgeting, Call Most Calculation (ASMDR), DID Direct Inverse Dialing, External Music Input,
Fax Homing, Global Directory Printing with following capacities [[Approved by Competent
Authority i.e. not Below the rank of Executive Engineer ]
[C] No of Extension 48, No of Junctions 9, 8 Port IP Resource in-built, 4 Port Web base Video
Conferencing, No of expandable ports : 128, Operators Console - 01 Compatible : ISDN
Supplying & erecting push button type telephone instrument having speaker phone Caller ID &
307 hands free dialing system & 30 memories with display system Single line [[Approved by 33.00 Ea. 666.60
Competent Authority i.e. not Below the rank of Executive Engineer ]
PGVCL lisening work for getting 3 phase power connection including payment of fq and all
other charges on behalf of commissioner BMC.
Supply, Installation, Testing & Commissioning of modular type Variable Refrigerant
Flow/Variable Refrigerant Volume air cooled Outdoor units suitable for cooling and heating,
having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors
for above 14HP modules, microprocessor based Controller, top discharge type condensing
unit(s), with R410A Refrigerant, vibration isolators, lifting & shifting, outdoor stand, with
309 suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI 85.00 Per HP 22,288.18
Conditions and work even at 50°C ambient temperature without tripping. The unit shall be
suitable to work on 400V+/-10%, 3Phase, 50HzAC power supply. The unit shall be filled with
first charge of the refrigerant and ready for use as required. The COP at AHRI conditions shall
not be less than 3.1 and IEER not less than 6.5 .
Supply, installation, testing and commissioning of following minimum capacity 4-way flow
VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable
mediapre-filter, fan section with low noise fan/dynamically balanced blower, multi speed
motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump,
grill, necessary supports, vibration isolation, wireless remote controller, 4 way cassette signal
310 receiver, panel 4 way cassette AC, twining kit, branch joint pipe etc., suitable for operation on 2.00 Nos. 56,859.95
single phase 230V±10%, 50HzAC supply, complete, as required. The unit shall have automatic
force shut down provision in case of fire on receiving signal from BMS System. The cooling
capacity of indoor unit will be at air inlet conditions of 27Degree CDB and 19Degree CWB
1.0 TON 4 WAY CASSETTE AC
Supply, installation, testing and commissioning of following minimum capacity 4-way flow
VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable
mediapre-filter, fan section with low noise fan/dynamically balanced blower, multi speed
motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump,
grill, necessary supports, vibration isolation, wireless remote controller, 4 way cassette signal
311 receiver, panel 4 way cassette AC, twining kit, branch joint pipe etc., suitable for operation on 6.00 Nos. 58,287.40
single phase 230V±10%, 50HzAC supply, complete, as required. The unit shall have automatic
force shut down provision in case of fire on receiving signal from BMS System. The cooling
capacity of indoor unit will be at air inlet conditions of 27Degree CDB and 19Degree CWB
1.3 TON 4 WAY CASSETTE AC
Supply, installation, testing and commissioning of following minimum capacity 4-way flow
VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable
mediapre-filter, fan section with low noise fan/dynamically balanced blower, multi speed
motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump,
grill, necessary supports, vibration isolation, wireless remote controller, 4 way cassette signal
312 receiver, panel 4 way cassette AC, twining kit, branch joint pipe etc., suitable for operation on 1.00 Nos. 58,555.81
single phase 230V±10%, 50HzAC supply, complete, as required. The unit shall have automatic
force shut down provision in case of fire on receiving signal from BMS System. The cooling
capacity of indoor unit will be at air inlet conditions of 27Degree CDB and 19Degree CWB
1.6 TON 4 WAY CASSETTE AC
Supply, installation, testing and commissioning of following minimum capacity 4-way flow
VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable
mediapre-filter, fan section with low noise fan/dynamically balanced blower, multi speed
motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump,
grill, necessary supports, vibration isolation, wireless remote controller, 4 way cassette signal
313 receiver, panel 4 way cassette AC, twining kit, branch joint pipe etc., suitable for operation on 16.00 Nos. 59,839.29
single phase 230V±10%, 50HzAC supply, complete, as required. The unit shall have automatic
force shut down provision in case of fire on receiving signal from BMS System. The cooling
capacity of indoor unit will be at air inlet conditions of 27Degree CDB and 19Degree CWB
2.0 TON 4 WAY CASSETTE AC
Supply, installation, testing and commissioning of following minimum capacity 4-way flow
VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable
mediapre-filter, fan section with low noise fan/dynamically balanced blower, multi speed
motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump,
grill, necessary supports, vibration isolation, wireless remote controller, 4 way cassette signal
314 receiver, panel 4 way cassette AC, twining kit, branch joint pipe etc., suitable for operation on 9.00 Nos. 64,668.20
single phase 230V±10%, 50HzAC supply, complete, as required. The unit shall have automatic
force shut down provision in case of fire on receiving signal from BMS System. The cooling
capacity of indoor unit will be at air inlet conditions of 27Degree CDB and 19Degree CWB
3.2 TON 4 WAY CASSETTE AC
VRF Refrigerant piping of eddy current free copper tubes/piping, with necessary structural m.s.
315 clamps, supports, bends, elbows, reducers, U-bends, Y Joints, Tee Joints, Twining Kit, oil return 2,035.00 Rft 871.38
& expansion lopps, flare nuts /adaptors/any copper fittings, connections etc. complete as
directed by Engineer-In-Charge.
Providing & fixing of 0.75 mm PVC drain pipe with 6 mm Rubber NITRI;E insulation as directed
by Engineer-In-Charge.
Providing Annual Operation & Maintenance (O&M) services for the complete VRV/VRF air-
conditioning system, including all ODUs, IDUs, branch selector units, refrigerant piping
network, drain system, sensors, control cabling, electrical panels and all related accessories.
The contractor shall ensure smooth, stable and efficient system operation throughout the year.
Scope Includes:
Preventive servicing of all units, inspection of compressors, sensors, PCB functioning, fan
motors, refrigerant pressure, leak testing, and electrical connections.
Chemical/jet cleaning of IDU filters, coils, drain trays and ODU condenser coils.
Attending all breakdown calls, rectifying system errors, performance issues and operational
317 faults. 85.00 Per HP 4,242.00
Minor refrigerant top-up, routine adjustments, control calibration and system health
Monthly service reports, breakdown logs and performance records.
Replacement of plastic parts, ODU/IDU coils, compressors, PCB boards, major
mechanical/electrical assemblies, major refrigerant leak repairs, or any damage due to
external/physical causes.
Complete job as directed by the Client/Engineer-in-Charge.
For First Year after completion the work
Providing Annual Operation & Maintenance (O&M) services for the complete VRV/VRF air-
conditioning system, including all ODUs, IDUs, branch selector units, refrigerant piping
network, drain system, sensors, control cabling, electrical panels and all related accessories.
The contractor shall ensure smooth, stable and efficient system operation throughout the year.
Scope Includes:
Preventive servicing of all units, inspection of compressors, sensors, PCB functioning, fan
motors, refrigerant pressure, leak testing, and electrical connections.
Chemical/jet cleaning of IDU filters, coils, drain trays and ODU condenser coils.
Attending all breakdown calls, rectifying system errors, performance issues and operational
318 faults. 85.00 Per HP 4,454.10
Minor refrigerant top-up, routine adjustments, control calibration and system health
Monthly service reports, breakdown logs and performance records.
Replacement of plastic parts, ODU/IDU coils, compressors, PCB boards, major
mechanical/electrical assemblies, major refrigerant leak repairs, or any damage due to
external/physical causes.
Complete job as directed by the Client/Engineer-in-Charge.
For Second Year after completion the work
Providing Annual Operation & Maintenance (O&M) services for the complete VRV/VRF air-
conditioning system, including all ODUs, IDUs, branch selector units, refrigerant piping
network, drain system, sensors, control cabling, electrical panels and all related accessories.
The contractor shall ensure smooth, stable and efficient system operation throughout the year.
Scope Includes:
Preventive servicing of all units, inspection of compressors, sensors, PCB functioning, fan
motors, refrigerant pressure, leak testing, and electrical connections.
Chemical/jet cleaning of IDU filters, coils, drain trays and ODU condenser coils.
Attending all breakdown calls, rectifying system errors, performance issues and operational
319 faults. 85.00 Per HP 4,676.81
Minor refrigerant top-up, routine adjustments, control calibration and system health
Monthly service reports, breakdown logs and performance records.
Replacement of plastic parts, ODU/IDU coils, compressors, PCB boards, major
mechanical/electrical assemblies, major refrigerant leak repairs, or any damage due to
external/physical causes.
Complete job as directed by the Client/Engineer-in-Charge.
For Third Year after completion the work
Total Amount Without GST :-
Total Amount Without GST :-
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1. NIT.pdf
02_SBD.pdf
4. VENDOR LIST-2024.pdf
5. Steel_Consumption.pdf
6. daftari hukam.pdf
7. VENDOR UPDATE.pdf
8. Anti_Blacklisting_No_Litigations_Affidavit.pdf
9. Detail_Specification.pdf
10. Paripatra.pdf
11. Specification_Index.pdf
12. BID CAPACITY.pdf
14 Cement_Consumption.pdf
15. CHECKLIST FOR TWO BID TENDER.pdf
16.GROUND FLOOR PLAN.pdf
17.FIRST FLOOR PLAN.pdf
18.SECOND FLOOR PLAN.pdf
19.THIRD FLOOR PLAN.pdf
20.TERRACE FLOOR PLAN.pdf
21.ELEVATION.pdf
22.FRONT SIDE.pdf
23.SIDE VIEW.pdf
24.pdf
FOOD TESTING LAB REVISED_page-0007.jpg
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FOOD TESTING LAB REVISED_page-0008.jpg
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FOOD TESTING LAB REVISED_page-0009.jpg
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3. Schedule - B.pdf
FOOD TESTING LAB - electric specification.pdf
corrizendam - 1.pdf
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