Government Of Haryana Tender

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Government Of Haryana Tender

Works

Civil Works Buildings

Eprocure

Rohtak, Haryana

Opening Date27 May 2020

Closing Date19 Jun 2020

Tender Amount₹ 32,48,30,326

Email

Download

Costs

EMD
₹ 60,08,000
Document Cost
₹ 20,000
Tender Fee
₹ 1,180

Description

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Contact

Tender Id
2020_HRY_129841_1
Bid Award Id
View
Tender No
PWD/P4/435
Tender Authority
Government Of Haryana View
Purchaser Address
-
Website
http://https://haryana.gov.in/

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Documents

Tender Notice-21.0 MBTendernotice_2.pdf

DNIT

Tender Notice-172.9 kBTendernotice_1.pdf

NIT

BOQ-1519.2 kBBOQ_176643.xls

BOQ

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

First storey/stilt

Quantity3397.34

Rate-

Amount -

Second storey

Quantity3535.39

Rate-

Amount -

Third storey

Quantity3535.39

Rate-

Amount -

Fourth storey

Quantity3535.39

Rate-

Amount -

Fifth storey

Quantity3535.39

Rate-

Amount -

Sixth storey

Quantity3535.39

Rate-

Amount -

Seventh storey

Quantity3535.39

Rate-

Amount -

Eight storey/mumty

Quantity594.06

Rate-

Amount -

Centring and shuttering for faces of walls, Partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. (HSR. 9.5)

Quantity-

Rate-

Amount -

First storey/stilt

Quantity822.19

Rate-

Amount -

Second storey

Quantity422.71

Rate-

Amount -

Third storey

Quantity422.71

Rate-

Amount -

Fourth storey

Quantity422.71

Rate-

Amount -

Fifth storey

Quantity422.71

Rate-

Amount -

Sixth storey

Quantity422.71

Rate-

Amount -

Seventh storey

Quantity422.71

Rate-

Amount -

Eight storey/mumty

Quantity652.64

Rate-

Amount -

Centring and shuttering for sides and soffits of beams haunchings, girders, bressumers and lintels (HSR 9.7)

Quantity-

Rate-

Amount -

First storey/stilt

Quantity1869.07

Rate-

Amount -

Second storey

Quantity1950.91

Rate-

Amount -

Third storey

Quantity1950.91

Rate-

Amount -

Fourth storey

Quantity1950.91

Rate-

Amount -

Fifth storey

Quantity1950.91

Rate-

Amount -

Sixth storey

Quantity1950.91

Rate-

Amount -

Seventh storey

Quantity1950.91

Rate-

Amount -

Eight storey/mumty

Quantity259.2

Rate-

Amount -

Centring and shuutering for columns (square or rectangular or polygonal in plan) HSR 9.9

Quantity-

Rate-

Amount -

First storey/stilt

Quantity2572.49

Rate-

Amount -

Second storey

Quantity1783.74

Rate-

Amount -

Third storey

Quantity1783.74

Rate-

Amount -

Fourth storey

Quantity1783.74

Rate-

Amount -

Fifth storey

Quantity1783.74

Rate-

Amount -

Sixth storey

Quantity1783.74

Rate-

Amount -

Seventh storey

Quantity1783.74

Rate-

Amount -

Eight storey/mumty

Quantity230.86

Rate-

Amount -

Centring and Shuttering for corbel, parapets, fascias and other similar items, including edges (HSR 9.11)

Quantity-

Rate-

Amount -

First storey/stilt

Quantity235.74

Rate-

Amount -

Second storey

Quantity855.64

Rate-

Amount -

Third storey

Quantity855.64

Rate-

Amount -

Fourth storey

Quantity855.64

Rate-

Amount -

Fifth storey

Quantity855.64

Rate-

Amount -

Sixth storey

Quantity855.64

Rate-

Amount -

Seventh storey

Quantity855.64

Rate-

Amount -

Eight storey/mumty

Quantity1958.28

Rate-

Amount -

Shuttering for faces of concrete foundation and foundation beams (vertical or battering) (HSR 9.13)

Quantity2310.4

Rate-

Amount -

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.28)

Quantity1207.51

Rate-

Amount -

Cement concrete 1 : 6 : 12 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.33)

Quantity99.5

Rate-

Amount -

Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.38)

Quantity685.39

Rate-

Amount -

Cement concrete 1:2:4 with stone aggregate 20 mm Nominal size in foundation and plinth.(HSR. 10.41).

Quantity209.65

Rate-

Amount -

Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, inmprove workability without impiring strength and durablity as per direction of Engineer-in-charge in foundation and plinth. (Note: cement content considered in this item is @ 330 kg/cum) (HSR 10.66)

Quantity3391.63

Rate-

Amount -

Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but exclluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability withoute impairing strength and durability as per direction of Engineer-in-charge in first storey upto 4 meters above plinth level. (Note: cement content considered in this item is @ 330 kg./cum) (HSR 10.73)

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity828.42

Rate-

Amount -

Second Storey

Quantity869.66

Rate-

Amount -

Third storey

Quantity869.66

Rate-

Amount -

Fourth storey

Quantity869.66

Rate-

Amount -

Fifth storey

Quantity869.66

Rate-

Amount -

Sixth storey

Quantity869.66

Rate-

Amount -

Seventh storey

Quantity869.66

Rate-

Amount -

Eight storey/mumty

Quantity319.84

Rate-

Amount -

Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.77)

Quantity29

Rate-

Amount -

Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.78)

Quantity29

Rate-

Amount -

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respects. (HSR 10.82 + 10.95 (a)

Quantity7.2

Rate-

Amount -

Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (HSR 10.86+10.95 a)

Quantity78.68

Rate-

Amount -

Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement and including centring & shuttering, laid in position complete in all respects (for work upto 1.5 metres below ground level). (HSR 10.90+10.95 a)

Quantity70.06

Rate-

Amount -

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 preparation at 1.65 kg per sqm laid hot and sanded (HSR 10.114)

Quantity164.09

Rate-

Amount -

Cement concrete 1:1 1/2: 3 with stone aggregate 20 mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete. (HSR 10.132 + 10.95 a)

Quantity1047.5

Rate-

Amount -

First class brick work laid in cement sand mortar 1:6 in foundation and plinth. (HSR 11.2)

Quantity253.64

Rate-

Amount -

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

Quantity224.24

Rate-

Amount -

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level (HSR 11.7)

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity157.91

Rate-

Amount -

Second Storey

Quantity251.65

Rate-

Amount -

Third storey

Quantity251.65

Rate-

Amount -

Fourth storey

Quantity251.65

Rate-

Amount -

Fifth storey

Quantity251.65

Rate-

Amount -

Sixth storey

Quantity251.65

Rate-

Amount -

Seventh storey

Quantity251.65

Rate-

Amount -

Eight storey/mumty

Quantity33.06

Rate-

Amount -

First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. (HSR 11.9)

Quantity147.63

Rate-

Amount -

11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure (HSR 11.48) (a)

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity746.01

Rate-

Amount -

Second Storey

Quantity1422.35

Rate-

Amount -

Third storey

Quantity1422.35

Rate-

Amount -

Fourth storey

Quantity1422.35

Rate-

Amount -

Fifth storey

Quantity1422.35

Rate-

Amount -

Sixth storey

Quantity1422.35

Rate-

Amount -

Seventh storey

Quantity1422.35

Rate-

Amount -

Masonary work using flyash-lime based bricks (IS:12894-2002) laid in cement sand mortar 1:6 in super structure. (HSR 11.102). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity157.91

Rate-

Amount -

Second Storey

Quantity251.65

Rate-

Amount -

Third storey

Quantity251.65

Rate-

Amount -

Fourth storey

Quantity251.65

Rate-

Amount -

Fifth storey

Quantity251.65

Rate-

Amount -

Sixth storey

Quantity251.65

Rate-

Amount -

Seventh storey

Quantity251.65

Rate-

Amount -

Eight storey/mumty

Quantity33.06

Rate-

Amount -

Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 Kg per sqm ontop of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13)

Quantity-

Rate-

Amount -

Seventh storey

Quantity2931.6

Rate-

Amount -

Eight storey/mumty

Quantity176.28

Rate-

Amount -

Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50)

Quantity-

Rate-

Amount -

Seventh storey

Quantity60

Rate-

Amount -

Eight storey/mumty

Quantity10

Rate-

Amount -

Supplying & fixing in position G.I pipe class 'B' spouts in chajjas and cantilevers. (HSR 13.55 (e) 50mm i/d G.I. pipe

Quantity146.3

Rate-

Amount -

Bottom Khurra on ground 1.2 m x 0.6 m consisting on brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3. (HSR 13.57)

Quantity60

Rate-

Amount -

Providing and laying four courses of water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown type bitumen grade 85/25 applied hot at 1.20 kg per sqm of area for each course, second course on roofng felt type 3 grade-I (Hessian base self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized grit spread at 0.006 cum per sqm including preparation of surface complete. (HSR 13.61)

Quantity-

Rate-

Amount -

Seventh storey

Quantity2809.66

Rate-

Amount -

Eight storey/mumty

Quantity176.28

Rate-

Amount -

Providing and laying four courses of water proofing treatment consisting of first and third course of blown type bitumen grade 85/25 applied hot at 1.6 kg per sqm of area for each course, second course of fibre glass R.P. Tissue and fourth and final course of stone grit 6 mm and down size or pea sized grit spread at 0.006 cum per sqm including preparation of surface complete. (HSR 13.62)

Quantity-

Rate-

Amount -

First storey to seventh storey

Quantity1168.49

Rate-

Amount -

Cement concrete 1:2:4 gola 10 cm x 10 cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64)

Quantity-

Rate-

Amount -

Seventh storey

Quantity767.72

Rate-

Amount -

Eight storey/mumty

Quantity170.69

Rate-

Amount -

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (a) 100 mm dia PVC pipe 6 kg. pressure (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89](a). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Quantity-

Rate-

Amount -

First storey stilt to seventh storey

Quantity1460.75

Rate-

Amount -

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (b) 150 mm dia PVC pipe 6 kg. pressure (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89](b). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Quantity2234.99

Rate-

Amount -

Providing and fixing PVC Bend ISI Mark. (a) 100 mm dia PVC Bend (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.90](a). Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Quantity140

Rate-

Amount -

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)

Quantity2245.29

Rate-

Amount -

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping (HSR 14.4)

Quantity-

Rate-

Amount -

First Floor

Quantity2694.88

Rate-

Amount -

Second floor

Quantity2694.88

Rate-

Amount -

Third floor

Quantity2694.88

Rate-

Amount -

Fourth floor

Quantity2694.88

Rate-

Amount -

Fifth floor

Quantity2694.88

Rate-

Amount -

Sixth floor

Quantity2694.88

Rate-

Amount -

Seventh floor /mumty

Quantity18.58

Rate-

Amount -

Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)

Quantity1947.31

Rate-

Amount -

Extra for nosing in marble stone for treads (HSR. 14.50)

Quantity-

Rate-

Amount -

Ground floor/stilt

Quantity333.76

Rate-

Amount -

First floor

Quantity304.8

Rate-

Amount -

Second floor

Quantity304.8

Rate-

Amount -

Third floor

Quantity304.8

Rate-

Amount -

Fourth floor

Quantity304.8

Rate-

Amount -

Fifth floor

Quantity304.8

Rate-

Amount -

Sixth floor

Quantity304.8

Rate-

Amount -

Kotah stone flooring minimum 25 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. (HSR 14.62). Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Quantity-

Rate-

Amount -

Ground floor/stilt

Quantity29.96

Rate-

Amount -

First floor

Quantity59.92

Rate-

Amount -

Second floor

Quantity59.92

Rate-

Amount -

Third floor

Quantity59.92

Rate-

Amount -

Fourth floor

Quantity59.92

Rate-

Amount -

Fifth floor

Quantity59.92

Rate-

Amount -

Sixth floor

Quantity59.92

Rate-

Amount -

Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, dowels and pins etc. (HSR 14.66). Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Quantity-

Rate-

Amount -

Ground floor/stilt

Quantity7.05

Rate-

Amount -

First floor

Quantity14.09

Rate-

Amount -

Second floor

Quantity14.09

Rate-

Amount -

Third floor

Quantity14.09

Rate-

Amount -

Fourth floor

Quantity14.09

Rate-

Amount -

Fifth floor

Quantity14.09

Rate-

Amount -

Sixth floor

Quantity14.09

Rate-

Amount -

Providing and fixing rectified ceramic tiles/ anti skid tiles of size 400x400mm of approved make in floors laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, RAK & SIMPOLO (HSR 14.91)

Quantity-

Rate-

Amount -

Ground floor

Quantity89.88

Rate-

Amount -

First floor

Quantity179.77

Rate-

Amount -

Second floor

Quantity179.77

Rate-

Amount -

Third floor

Quantity179.77

Rate-

Amount -

Fourth floor

Quantity179.77

Rate-

Amount -

Fifth floor

Quantity179.77

Rate-

Amount -

Sixth floor

Quantity179.77

Rate-

Amount -

Providing & Fixing Ist Quality ceramic glazed wall tiles conforming to IS. 15622 ( thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry including ointing in white cement mixed with pigment of matching shades complete. (b) size of ceramic glazed tiles 300 x 450 mm of reputed manufacturer like:- RAK, N"ITCO, Kajaria, SIMPOLO & ORIENT BELL shall be used as approved by Engineer-in-charge (HSR 14.92) (b) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material

Quantity-

Rate-

Amount -

Ground floor/stilt

Quantity486.12

Rate-

Amount -

First floor

Quantity972.23

Rate-

Amount -

Second floor

Quantity972.23

Rate-

Amount -

Third floor

Quantity972.23

Rate-

Amount -

Fourth floor

Quantity972.23

Rate-

Amount -

Fifth floor

Quantity972.23

Rate-

Amount -

Sixth floor

Quantity972.23

Rate-

Amount -

Laying and fixing Granite stone in all shades 15mm to 18mm thick in skirting/dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (Excluding the cost of granite stone). (HSR 14.95) granite shall be supplied by the Deptt.

Quantity-

Rate-

Amount -

Ground floor/stilt

Quantity0.95

Rate-

Amount -

First floor

Quantity1.9

Rate-

Amount -

Second floor

Quantity1.9

Rate-

Amount -

Third floor

Quantity1.9

Rate-

Amount -

Fourth floor

Quantity1.9

Rate-

Amount -

Fifth floor

Quantity1.9

Rate-

Amount -

Sixth floor

Quantity1.9

Rate-

Amount -

Laying and fixing Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as specified over base of 20 mm thick cement coarsed sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone comp. in all respect. (Excluding the cost of granite stone). (HSR 14.96) granite shall be supplied by the Deptt.

Quantity-

Rate-

Amount -

Ground floor/stilt

Quantity22.04

Rate-

Amount -

First floor

Quantity44.07

Rate-

Amount -

Second floor

Quantity44.07

Rate-

Amount -

Third floor

Quantity44.07

Rate-

Amount -

Fourth floor

Quantity44.07

Rate-

Amount -

Fifth floor

Quantity44.07

Rate-

Amount -

Sixth floor

Quantity44.07

Rate-

Amount -

Providing and laying Baroda green marble stone 17 mm and above thick in risers of step, skirting, dado, pillars and wall linning included matching the grains of marble alab in any pattern as specified laid over 12 mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights/storey. The sample shall be got approved from Engineer in charge. (HSR 14.98)

Quantity-

Rate-

Amount -

Ground floor/stilt

Quantity88.49

Rate-

Amount -

First floor

Quantity148.52

Rate-

Amount -

Second floor

Quantity148.52

Rate-

Amount -

Third floor

Quantity148.52

Rate-

Amount -

Fourth floor

Quantity148.52

Rate-

Amount -

Fifth floor

Quantity148.52

Rate-

Amount -

Sixth floor

Quantity148.52

Rate-

Amount -

Seventh floor/mumty

Quantity1.24

Rate-

Amount -

Providing and laying Baroda green marble stone 17 mm and above thick flooring included matching the grains of marble slab in any pattern as specified laid over 12 mm thick cement sand mortar 1:3 and jointed with white slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights/storey. The sample shall be got approved from Engineer in charge. (HSR 14.99)

Quantity-

Rate-

Amount -

Ground floor/stilt

Quantity735.82

Rate-

Amount -

First floor

Quantity755.35

Rate-

Amount -

Second floor

Quantity755.35

Rate-

Amount -

Third floor

Quantity755.35

Rate-

Amount -

Fourth floor

Quantity755.35

Rate-

Amount -

Fifth floor

Quantity755.35

Rate-

Amount -

Sixth floor

Quantity755.35

Rate-

Amount -

Seventh floor/mumty & machine room

Quantity18.58

Rate-

Amount -

Plastering on walls 10 mm thick cement plaster 1:3 (HSR 15.2)

Quantity-

Rate-

Amount -

First storey

Quantity94.76

Rate-

Amount -

Second Storey

Quantity258.68

Rate-

Amount -

Third storey

Quantity258.68

Rate-

Amount -

Fourth storey

Quantity258.68

Rate-

Amount -

Fifth storey

Quantity258.68

Rate-

Amount -

Sixth storey

Quantity258.68

Rate-

Amount -

Seventh storey

Quantity258.68

Rate-

Amount -

Eight storey/mumty

Quantity1919.26

Rate-

Amount -

Plastering on walls 12 mm thick cement plaster 1:4 (HSR 15.5)

Quantity-

Rate-

Amount -

External Plaster

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity2337.81

Rate-

Amount -

Second Storey

Quantity2424.86

Rate-

Amount -

Third storey

Quantity2424.86

Rate-

Amount -

Fourth storey

Quantity2424.86

Rate-

Amount -

Fifth storey

Quantity2424.86

Rate-

Amount -

Sixth storey

Quantity2424.86

Rate-

Amount -

Seventh storey

Quantity2424.86

Rate-

Amount -

Eight storey/mumty

Quantity614.55

Rate-

Amount -

Plastering on wall 12 mm thick cement plaster 1:6 (HSR 15.7)

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity2559.85

Rate-

Amount -

Second Storey

Quantity1782.97

Rate-

Amount -

Third storey

Quantity1782.97

Rate-

Amount -

Fourth storey

Quantity1782.97

Rate-

Amount -

Fifth storey

Quantity1782.97

Rate-

Amount -

Sixth storey

Quantity1782.97

Rate-

Amount -

Seventh storey

Quantity1782.97

Rate-

Amount -

Eight storey/mumty

Quantity131.69

Rate-

Amount -

Plastering on walls 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12)

Quantity-

Rate-

Amount -

Internal Plaster

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity3680.66

Rate-

Amount -

Second Storey

Quantity4160.27

Rate-

Amount -

Third storey

Quantity4160.27

Rate-

Amount -

Fourth storey

Quantity4160.27

Rate-

Amount -

Fifth storey

Quantity4160.27

Rate-

Amount -

Sixth storey

Quantity4160.27

Rate-

Amount -

Seventh storey

Quantity4160.27

Rate-

Amount -

Eight storey/mumty

Quantity307.28

Rate-

Amount -

10 mm thick cement plaster 1:4 under side of ceiling (HSR. 15.52)

Quantity-

Rate-

Amount -

Ground floor/stilt

Quantity2245.29

Rate-

Amount -

First floor

Quantity2694.88

Rate-

Amount -

Second floor

Quantity2694.88

Rate-

Amount -

Third floor

Quantity2694.88

Rate-

Amount -

Fourth floor

Quantity2694.88

Rate-

Amount -

Fifth floor

Quantity2694.88

Rate-

Amount -

Sixth floor

Quantity2694.88

Rate-

Amount -

Seventh floor/mumty & machine room

Quantity176.28

Rate-

Amount -

Cement rendering on plaster 1 mm thick (HSR 15.75)

Quantity156.77

Rate-

Amount -

12 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid not and sanded (HSR 15.76) (a) Vertical

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity52.26

Rate-

Amount -

Second Storey

Quantity104.52

Rate-

Amount -

Third storey

Quantity104.52

Rate-

Amount -

Fourth storey

Quantity104.52

Rate-

Amount -

Fifth storey

Quantity104.52

Rate-

Amount -

Sixth storey

Quantity104.52

Rate-

Amount -

Seventh storey

Quantity104.52

Rate-

Amount -

12 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid not and sanded (HSR 15.76) (b) Horizontal

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity179.77

Rate-

Amount -

Second Storey

Quantity359.53

Rate-

Amount -

Third storey

Quantity359.53

Rate-

Amount -

Fourth storey

Quantity359.53

Rate-

Amount -

Fifth storey

Quantity359.53

Rate-

Amount -

Sixth storey

Quantity359.53

Rate-

Amount -

Seventh storey

Quantity359.53

Rate-

Amount -

Preparation of ply wood surface for painting including sand paparing the surface and applying filling with approved quality filler consisting of with lead, linseed oil, varnish and chalk miti including finishing the surface to required finish complete. Painting on wooden surfaces etc. (HSR 16.1) Through Rate

Quantity43184.61

Rate-

Amount -

Providing & Applyng pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.2) Through Rate

Quantity43184.61

Rate-

Amount -

Providing & applying Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (Note:- First quality paint of reputed make firm such as goodlass- Neolac, Berger, Garware, Jenson, Nicholson, Asian & shalimar shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge. (HSR 16.3)Through Rate

Quantity52619.44

Rate-

Amount -

Providing & Applying priming coat with metal primer on new steel or iron work including preparation of surface, painting on mettalic surfaces etc. (Note:- First quality paint/primer of reputed make firm such as goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & shalimar shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.9) Through Rate

Quantity14243.59

Rate-

Amount -

Providing & applying Painting two coats excluding priming coat with ready mixed paint for metelic surfaces in all shades on new steel or iron work (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.17) Through Rate

Quantity4772.58

Rate-

Amount -

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.25) Through Rate

Quantity2054.68

Rate-

Amount -

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surfaces of walls. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.26) Through Rate

Quantity36.18

Rate-

Amount -

Providing & applying Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge. (HSR 16.58) Through Rate

Quantity23550.04

Rate-

Amount -

Providing & applying two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charge in writing, drum of paint shall be opened in presence of Engineer-in-charge.) (HSR 16.79) (b) Through Rate

Quantity10363.65

Rate-

Amount -

Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- Reputed make putty such as JK/Birla shall be used as approved by Engineer-in-charge). (HSR 16.81) Through Rate

Quantity33913.69

Rate-

Amount -

Providing and fixing commercial type block board, plain lining, butt jointed, including wooden plugs (teak) placed at 45 cm to 60 cm centers, complete with necessary nails (frame work shall be payable extra) (b) 19 mm thick (HSR 17.49 (b))

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity233.65

Rate-

Amount -

Second Storey

Quantity470.79

Rate-

Amount -

Third storey

Quantity470.79

Rate-

Amount -

Fourth storey

Quantity470.79

Rate-

Amount -

Fifth storey

Quantity470.79

Rate-

Amount -

Sixth storey

Quantity470.79

Rate-

Amount -

Seventh storey

Quantity470.79

Rate-

Amount -

Providing & fixing six-levers brass 10 cm mortice latch and lock, and a pair of lever handles with necessary screws, etc. complete (Indian make of reputed firm, such as godraj or equivalent) (HSR 17.73)

Quantity520

Rate-

Amount -

Providing & fixing 150 mm hasps and staples with necessary screws etc, complete. (HSR 17.78) (b) aluminium

Quantity-

Rate-

Amount -

First storey/Stilt

Quantity80

Rate-

Amount -

Second Storey

Quantity160

Rate-

Amount -

Third storey

Quantity160

Rate-

Amount -

Fourth storey

Quantity160

Rate-

Amount -

Fifth storey

Quantity160

Rate-

Amount -

Sixth storey

Quantity160

Rate-

Amount -

Supplying and fixing hydraulic door closer, I.S.I mark, with necessary screws, etc., complete (HSR 17.82) (c) I.S.I designation no. III (size of door 851 mm to 1000 mm)

Quantity520

Rate-

Amount -

Providing & fixing 0.50 mm thick aluminium sheet including cost of necessary screws, etc. complete. (HSR 17.87)

Quantity326.09

Rate-

Amount -

Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc. (non-coniferous timber other than teak, conforming to I.S specification no. 1003, Kiln-seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screws, chocks/cleats, stops, nails etc. complete, fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position) - (b) 35 mm thick. (HSR. 17.90(b)) - Note I under 17.18

Quantity517.82

Rate-

Amount -

Factory manufactured wire gauze door and window shutters of commercial hard wood such as hollock, champ, chikrassy annd chaplash, etc. (non coniferous timber other teak conforming to I.S specification no. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc. complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position) (i) 30 mm thick (HSR 17.92 (i) - Note I under 17.18

Quantity1534.96

Rate-

Amount -

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1669 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part-I and II, fixed in position, including iron hinges, screws chocks/cleats and stops etc. (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position):- (Note) :- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. (Duro, Green) 25 mm. thick (HSR 17.93 (a) (i)- note I under 17.18)) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Quantity2635.89

Rate-

Amount -

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1669 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part-I and II fixed in position, including iron hinges, screws chocks/cleats and stops etc. (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position) (Note) :- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. (Duro, Green) 35 mm. Thick (HSR 17.93a iii- note I under 17.18)) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Quantity2975.57

Rate-

Amount -

Wrought iron and mild steel (using angles, flats, square bars, tees and channels), ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)

Quantity1308.03

Rate-

Amount -

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights depths / storeys /basements etc. NOTE:- Reinforcement shall be measured in length including hocks, if any, separately for different diameters as actually used in work, excluding overlaps, Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22)

Quantity16345.89

Rate-

Amount -

Supplying and fixing glass panes including special metal sash putty of approved make (b) Glass panes 4 mm thick, exceeding 40 sq.m areas. MODI, SAINTGOBAIN (HSR 18.30 B)

Quantity3726.69

Rate-

Amount -

Pressed steel sheet frames (chowkhats) consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts) iron hinges, conforming to P.W.D specifications, including bolts for fixing stops, lock notch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead non-setting primer of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lungs complete. (a) Door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate (Item no. 18.34 a)

Quantity-

Rate-

Amount -

First storey/stilt, scond storey to seventh storey & Mumty

Quantity11612.12

Rate-

Amount -

(b) Door and window frame of size 76 mm x 38 mm with 35 mm wide single rebate (Item no. 18.34 b)

Quantity-

Rate-

Amount -

First storey/stilt, second storey to seventh storey

Quantity8355.71

Rate-

Amount -

Door and window frame of size 127 mm x 50 mm with 40 mm wide double rebate (HSR 18.34 c)

Quantity-

Rate-

Amount -

First storey/stilt, second storey to seventh storey

Quantity14854.05

Rate-

Amount -

Earth work for digging well in dry excavation from ground level upto the level where well kerb is placed including depositing spoil with in 60 meters radius, and filling space outside the well atfer complettion (HSR 22.1) (d) Exceeding 7.5 meters but upto 12 meters depth

Quantity3373.02

Rate-

Amount -

Preparation of sub grade, including trenching, rough dressing of spoil, final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed. (HSR 24.1)

Quantity6983.31

Rate-

Amount -

N.S ITEM

Quantity-

Rate-

Amount -

Providing & fixing vitrified tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and joint will be 4mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filed with epoxy grout minimum depth upto the thickness of tile of reputed made such as Pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-Charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like : RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTEBELL, SIMPOLO (double charged tiles shall be used as approved by Engineer-in-Charge. Note:- The agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material (NS)

Quantity-

Rate-

Amount -

Ground floor/Stilt

Quantity843.57

Rate-

Amount -

First floor

Quantity1521.66

Rate-

Amount -

Second floor

Quantity1521.66

Rate-

Amount -

Third floor

Quantity1521.66

Rate-

Amount -

Fourth floor

Quantity1521.66

Rate-

Amount -

Fifth floor

Quantity1521.66

Rate-

Amount -

Sixth floor

Quantity1521.66

Rate-

Amount -

Providing & fixing vitrified tiles 600 x 600 mm of approved make in skirting/dados, pillars, wall facing, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and joint will be 4mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filed with epoxy grout minimum depth upto the thickness of tile of reputed made such as Pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-Charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like : RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTEBELL, SIMPOLO (double charged tiles shall be used as approved by Engineer-in-Charge. Note:- The agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material (NS)

Quantity-

Rate-

Amount -

Ground floor/Stilt

Quantity88.64

Rate-

Amount -

First floor

Quantity231.17

Rate-

Amount -

Second floor

Quantity231.17

Rate-

Amount -

Third floor

Quantity231.17

Rate-

Amount -

Fourth floor

Quantity231.17

Rate-

Amount -

Fifth floor

Quantity231.17

Rate-

Amount -

Sixth floor

Quantity231.17

Rate-

Amount -

Earth filling under floors with tibba sand non plastic under floors with good earth taken from outside of campus area with all lead and lift including loading, unloading, laid in 15cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead lift). (NS items).

Quantity1995.15

Rate-

Amount -

Bored cast-in-situ M25 grade RCC pile of 500mm diametre in all kinds of soil (including hard & boulders) excluding cost of steel reinforcement, complete as per drawing specifications of latest edition including cost of bentonite slurry, initial vertical and lateral load tests, routine load tests as per relevant IS Code and removal of excavated earth with all lifts and lead complete (N.S)

Quantity16784.32

Rate-

Amount -

(i) 500 dia piles

Quantity-

Rate-

Amount -

(A) The scope of work in the above items include:

Quantity-

Rate-

Amount -

(1) The cost of all initial layout of piles and setting out, initial excavation, if any

Quantity-

Rate-

Amount -

(2 a) The cost of boring through all types of soils/existing road/ pavement, removal of all obstruction like boulders, old foundation concrete or rock to be paid in relevant item above by chiseling or any other method as approved by the Engineer-in-charge. If a bore is abandoned for any reason no payment shall be made for such incomplete boring and shifting of the equipments

Quantity-

Rate-

Amount -

(2 b) The cost of filling up of the empty bore, if required

Quantity-

Rate-

Amount -

(3) The cost of preparation, circulation and handling of bentonite slurry.

Quantity-

Rate-

Amount -

(4) The cost of disposal of all spoil, bentonite waste to keep the work area neat.

Quantity-

Rate-

Amount -

(5) The cost of providing temporary liner and its withdrawal, if required below adjoining ground level (irrespective of the R.L of the adjoining ground level) for vertical piles)

Quantity-

Rate-

Amount -

(6) The cost of providing and mixing all ingredients of cement concrete (except reinforcement steel) including admixtures, with batching plant, transporation, placement of concrete by tremie pipe for the required lengths of pile including providing cover blocks, stiffeners, handling bars etc. for safe handling of reinforcement cage.

Quantity-

Rate-

Amount -

(7) The cost of breaking of pile head not earlier than 3 days after concreting and to remove spoil concrete to bring the pile head to the socketing level including cleaning and arranging the extended reinforcement bars as per drawings.

Quantity-

Rate-

Amount -

(8) The cost of working for all leads, lifts, pumping / bailing out of water, labour, material and equipment etc.

Quantity-

Rate-

Amount -

(9) The cost of mobilizing to site, installation at different locations transferring / dismantling, shifting, reinstalling and removal from site of the piling rigs and / or other equipments and all accessories including working plateforms

Quantity-

Rate-

Amount -

(10) The cost of identification, protection and maintenance of existing services, if any, which in the opinion of Engineer-in-charge are likely to be affected by piling operation incl. temporary shifting of such services to facilitate piling job shall also have to be done, if so required by the Engineer-in-charge and the cost for the same as assessed by the engineer-in-charge shall be reimbursable.

Quantity-

Rate-

Amount -

(11) The cost of barricading and all traffic safety requirements as specified in the tender document.

Quantity-

Rate-

Amount -

(12) The cost of all incidentals, labour, material, equipment and works required to execute the job. The item also includes any other incidental expenditures for completing the job as per the direction of the engineer-in-charge

Quantity-

Rate-

Amount -

(13) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP.

Quantity-

Rate-

Amount -

(14) Initial vertical load testing, horizontal load testing, routine load tesing required as per IS : 2911 part (iv) and as per MoRT&H specification

Quantity-

Rate-

Amount -

(B) Mode of measurement:

Quantity-

Rate-

Amount -

(1) Length of pile shall be measured from cut off level to the tip of the pile correct to a cm in case where the pile is terminated. The rock level shall be determined as per criteria mentioned elsewhere in the tender document for payment of boring through rock

Quantity-

Rate-

Amount -

(2) Reinforcement steel shall be measured & paid separately

Quantity-

Rate-

Amount -

Performing dynamic integrity test (low strain) and reporting of the tests conducted on the sample of piles selected by the Engineer-in-charge complete as per the directions of the Engineer-in-charge (i) 500 mm dia piles

Quantity14

Rate-

Amount -

Supplying and laying tarfelt sheet 2mm thick in three layer (N.S)

Quantity4125.82

Rate-

Amount -

Providing and fixing Aluminium sheet V-Shaped over expansion joint 0.5 mm thick. (N.S)

Quantity1333.16

Rate-

Amount -

Providing edge moulding to 17-20 mm thick granite stone counters, vanities etc. including machine polished to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge (HSR 14.98 (i) Single moulding.

Quantity971.93

Rate-

Amount -

Providing & fixing M.S. fastner 8mm i/d 65mm long complete in all respect.(N.S)

Quantity12760

Rate-

Amount -

Providing and laying in position poly sulphide with 50mm wide 25mm deep with 50mm becker rod including compacting etc.complete in expansion joints. (N.S)

Quantity208.03

Rate-

Amount -

Providing and laying pre polished granite stone 17mm & above (colours like:- S-White, Steel Grey, Tan Brown, Marigold, Crystal Blue, Rajasthan Black, Copper Silk) in skirting/dados, risers of steps, pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (NS)

Quantity-

Rate-

Amount -

Ground floor/Stilt

Quantity3.81

Rate-

Amount -

First floor

Quantity7.62

Rate-

Amount -

Second floor

Quantity7.62

Rate-

Amount -

Third floor

Quantity7.62

Rate-

Amount -

Fourth floor

Quantity7.62

Rate-

Amount -

Fifth floor

Quantity7.62

Rate-

Amount -

Sixth floor

Quantity7.62

Rate-

Amount -

Providing and laying pre polished granite stone 17mm & above (colours like:- S-White, Steel Grey, Tan Brown, Marigold, Crystal Blue, Rajasthan Black, Copper Silk) in flooring, laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (NS)

Quantity-

Rate-

Amount -

Ground floor/Stilt

Quantity88.14

Rate-

Amount -

First floor

Quantity176.28

Rate-

Amount -

Second floor

Quantity176.28

Rate-

Amount -

Third floor

Quantity176.28

Rate-

Amount -

Fourth floor

Quantity176.28

Rate-

Amount -

Fifth floor

Quantity176.28

Rate-

Amount -

Sixth floor

Quantity176.28

Rate-

Amount -

Providing tower bolts with nuts & screws etc. complete (NS) Aluminium ( size 250mm x 10mm) ISI marked.

Quantity1690

Rate-

Amount -

Providing sliding bolts with nuts & screws etc. complete (NS) Aluminium ( size 250mm x 16mm) ISI marked.

Quantity1690

Rate-

Amount -

Providing door handles with nuts & screws etc. complete (NS) Aluminium ( size 150mm x 200mm x 35mm) ISI marked.

Quantity1690

Rate-

Amount -

Providing butt hinges with nuts & screws etc. complete (NS) Aluminium ( size 100mm x 31.75mm x 11mm) ISI marked.

Quantity5070

Rate-

Amount -

Excavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done along with the alignment including trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc. and outside the town in ordinary soil:- (HSR 6.8)

Quantity-

Rate-

Amount -

(a) Without timbering and shoring upto 1.50 mts

Quantity421

Rate-

Amount -

Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions accordingly to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushed etc. night signals, profiles, pegs, sight rails, boning ends, crossing over trenches for access to the houses, watching fencing etc. fixing and maintence of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in ordinary soil: (HSR 6.10) (a) For depths of excavation not exceeding 3 meters below ground level.

Quantity350.35

Rate-

Amount -

Boring for hand-pump in clay, fitting strainer and pipe (HSR 26.10) (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter

Quantity40

Rate-

Amount -

Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections. (HSR 28.22)

Quantity-

Rate-

Amount -

(f) 40mm I/d

Quantity10

Rate-

Amount -

Cutting holes upto 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. (HSR 28.24)

Quantity-

Rate-

Amount -

a) 11.43 cm thickness of walls

Quantity90

Rate-

Amount -

b) 22.86 cm thickness of walls

Quantity60

Rate-

Amount -

Fixing galvanised malleable iron holer bats hold fasts to pipe lines fixed on walls and ceiling including all cuttings to walls and making good to original condition. (HSR 28.28)

Quantity-

Rate-

Amount -

(a) 15mm internal diameter of pipe line

Quantity300

Rate-

Amount -

(b) 20mm internal diameter of pipe line

Quantity360

Rate-

Amount -

(c) 25mm internal diameter of pipe line

Quantity120

Rate-

Amount -

Bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. (HSR 28.47)

Quantity-

Rate-

Amount -

(a) Upto 200mm I/d

Quantity10

Rate-

Amount -

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (HSR 28.50)

Quantity-

Rate-

Amount -

(a) Top layer: - Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source

Quantity12.8

Rate-

Amount -

(b) Second layer :- coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry)

Quantity12.8

Rate-

Amount -

(c) Third layer: - Bajri screened washed and graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry)

Quantity12.8

Rate-

Amount -

(d) Fourth layer: - Bajri (coarsed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry)

Quantity25.6

Rate-

Amount -

(e) Bottom layer:- Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry)

Quantity25.6

Rate-

Amount -

Constructing brick masonry inspection chamber sizes as given below upto 0.60 meters average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm inside light duty C.I inspection chamber cover and frame weight as per I.S.I specification painted with 3 coats of black bitumastic superior paint complete as per standard design. (HSR 29.84)

Quantity-

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Amount -

b) Size 450mm x600mm inside (with 455mmx610 mm cover and frame single seal pattern 1 weighing 38 kg with C.C topping

Quantity82

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Amount -

C) Size 600mm x900mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab

Quantity100

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Amount -

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP3 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge (HSR 29.93)

Quantity-

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Amount -

a) 200 mm i/dia RCC NP3

Quantity540

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Amount -

Providing and fixing SFRC manhole covers and frames marked with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94)

Quantity5

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Amount -

Providing and laying SW pipe grade –A in standard length of 600 mm each pipe marked with IS :651 and their lowering, cutting , jointing & testing as described in HSR item No. 29.38 to 29.40 including the cost of jointing material as well as carriage, loading, unloading , stacking., handling, rehandling etc. complete in all respect to the satisfaction to the Engineer-in-Charge (HSR 29.95)

Quantity-

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Amount -

ii) 150 mm i/d

Quantity600

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Amount -

Providing and fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian type orissa or orya water water closet suite for sinking into floor, with raised foot treads complete with 100 mm HCI 'P' trap with or without vent as required and all other necessary fitting as fully described in item no. 30.1. (HSR 30.2)

Quantity-

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Amount -

a) Size 580mm (i) White.

Quantity20

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Amount -

Providing and fixing in position best Indian make European type water closet suite with concealed 'P or 'S trap with or without vent (as approved by the Engineer-in-charge) and all other necessary fitting as fully described in item no. 30.3 above. (HSR 30.6)

Quantity-

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Amount -

(i) white

Quantity240

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Amount -

Providing and fixing 15 liters capacity low level vitreous china ware cistern complete with flush bend all other necessary fitting instead of C.I high level cistern complete with fitting. (HSR 30.12)

Quantity-

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Amount -

(i) white

Quantity240

Rate-

Amount -

Providing and fixing best indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid (HSR 30.13)

Quantity-

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Amount -

(i) white plastic seat (solid)

Quantity240

Rate-

Amount -

Providing & fixing in position best Indian make white lavatory suites (with full anti splash rim in vitreous chinaware and all other necessary fittings as fully described in item no. 30.41 above (HSR 30.42)

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Amount -

(i) size 610 mm x 510 mm with one no. tap

Quantity240

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Amount -

Providing and fixing in position 32mm dia G.I waste pipe embedded in wall or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor level including cost of wipped solder joint etc. complete (as required by the Engineer-in-charge) (HSR 30.48)

Quantity240

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Amount -

Providing and fixing in position best indian make towel rails fixed in with rawlslugs embedded in walls with C.P Brass screws, complete in all respect including cutting and making goods the walls etc. (HSR 30.68)

Quantity-

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Amount -

a) 25mm dia C.P brass adjustable.

Quantity-

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Amount -

ii) 600mm long.

Quantity240

Rate-

Amount -

Providing and fixing in position glass shelf fixed in with rawl plugs with C.P brass screws complete including cutting and making good the walls etc. (HSR 30.69)

Quantity-

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Amount -

a) With C.P brass brackets and guard rail (i) 600 mm x 125 mm

Quantity240

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Amount -

Providing and fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the Engineer -in -charge) complete including cutting and making good the walls etc. (HSR 30.71)

Quantity-

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Amount -

a) Indian make (I) 600mmx450mm

Quantity240

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Amount -

Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (HSR 30.75)

Quantity-

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Amount -

(a) Bib cock long body

Quantity375

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Amount -

(c) Bib cock

Quantity480

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Amount -

Providing and fixing in position C.P brass stop cocks (as approved by the Engineer-in-Charge) (HSR 30.76)

Quantity-

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Amount -

a) 15mm stop cock

Quantity-

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Amount -

i) Stop cock male and female end.

Quantity375

Rate-

Amount -

ii) Concealed stop cock with flange

Quantity480

Rate-

Amount -

Providing and fixing in position best indian make flexible tube connection (HSR 30.82)

Quantity-

Rate-

Amount -

b) C.P brass i) 15mmx300mm.

Quantity240

Rate-

Amount -

Providing and fixing in position H.C.I soil waste vent or antisyphonage pipes to I.S.I specification of E.L.C manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing (HSR 30.84)

Quantity-

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Amount -

(a) 100mm internal diameter

Quantity840

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Amount -

(b) 75mm internal diameter

Quantity1020

Rate-

Amount -

Providing lead caulked joints to H.C.I pipes and specials conforming to I.S.I specification of E.L.C manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87)

Quantity-

Rate-

Amount -

(a) 100mm internal diameter (1.13kg)

Quantity515

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Amount -

(b) 75mm internal diameter (0.91kg)

Quantity680

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Amount -

Providing and fixing in position M.S or heavy flat iron clamps made out of M.S flat not less than 5 mm of the approved deign for fixing C.I soil waste vent or anti pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. (HSR 30.88)

Quantity-

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Amount -

(a) For 100 mm internal diameter pipes

Quantity990

Rate-

Amount -

(b) For 75 mm internal diameter pipes

Quantity1230

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Amount -

Providing and fixing HCI floor traps ISI marked of the self cleaning design with C.P brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors etc. minimum depth of water should be 150 mm with a minimum seal of 50mm (HSR 30.89)

Quantity-

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Amount -

b) With 75mm I/d outlet.

Quantity60

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Amount -

Providing and fixing in position HCI 50 mm internal diameter outlet plain nahani trap ISI marked of the self cleaning design with CP brass hinged granting with frame weighting 6.80 kg each fixed complete as fully described in item no. 30.89 (HSR 30.90)

Quantity-

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Amount -

(b) with 75 mm i/d outlet plain Nahani trap

Quantity300

Rate-

Amount -

Providing and fixing in position H.C.I. special for soil, waste, vent or anti-syphonage pipes to I.S.I marked including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead jointing (HSR 30.91)

Quantity-

Rate-

Amount -

(a) 100mm i/d pipes

Quantity-

Rate-

Amount -

(i) Heal rest bend

Quantity240

Rate-

Amount -

(xvi) Cowls

Quantity50

Rate-

Amount -

(xiii) Bend with door

Quantity450

Rate-

Amount -

(xxii) Collars

Quantity70

Rate-

Amount -

(xxiv) c) WC connection 300mm long

Quantity240

Rate-

Amount -

(b) 75mm

Quantity-

Rate-

Amount -

(xiii) Bend with door

Quantity650

Rate-

Amount -

(xiv) Bend Plain

Quantity300

Rate-

Amount -

(xvii) cowls

Quantity130

Rate-

Amount -

(xviii) Collars

Quantity190

Rate-

Amount -

Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150mm x 150mm cast iron cover weighing approximately 7.26kg and frame clear opening 300mmx300mm and outside size 330mmx330mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:8:16 in foundation, and cement concrete 1:2:4 in coping around C.I cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I work as per standard design, minimum depth of water should be 150mm with a minimum seal 50mm (HSR 30.114)

Quantity-

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Amount -

a) 100mm internal diameter S.W gully trap.

Quantity60

Rate-

Amount -

Providing and fixing HDPE water storage tanks of sintex, Diplast, O.K. supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing Iin position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction to the Engineer. (HSR 30.119)

Quantity-

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Amount -

1000 Ltr. Cap.

Quantity80

Rate-

Amount -

DSR ITEMS

Quantity-

Rate-

Amount -

Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. (DSR 18.10)

Quantity-

Rate-

Amount -

15mm I/d

Quantity1800

Rate-

Amount -

20mm I/d

Quantity1620

Rate-

Amount -

25mm I/d

Quantity720

Rate-

Amount -

40mm I/d

Quantity150

Rate-

Amount -

Providing & fixing G.I Pipes complete with G.I fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting and making good the wall: (DSR 18.11)

Quantity-

Rate-

Amount -

(a) Size 75 mm x 75 mm

Quantity350

Rate-

Amount -

(b) Size 150 mm x 150 mm

Quantity220

Rate-

Amount -

Providing and fxing gun metal gate valve with C.I. wheel of approved quality (Screwed end) (DSR 18.17)

Quantity-

Rate-

Amount -

20mm I/d

Quantity490

Rate-

Amount -

25mm I/d

Quantity50

Rate-

Amount -

40mm I/d

Quantity15

Rate-

Amount -

Providing and fixing GI Union in GI pipe including cutting and threading the pipe and making long screws etc. complete (new work) (DSR 18.46).

Quantity-

Rate-

Amount -

15mm I/d

Quantity600

Rate-

Amount -

20mm I/d

Quantity450

Rate-

Amount -

25mm I/d

Quantity160

Rate-

Amount -

40mm I/d

Quantity20

Rate-

Amount -

N.S ITEM

Quantity-

Rate-

Amount -

Providing & fixing PVC pipe (4kg/cm2) duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer incharge.

Quantity-

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Amount -

size : 160 mm od

Quantity71.3

Rate-

Amount -

Providing and fixing steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specification in pump chambers, manholes etc. having minimum 3 mm thick polypropylene polymer confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars as per IS:1786 (NS)

Quantity65

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Amount -

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