Bulandshahr Development Authority Tender

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Bulandshahr Development Authority Tender

Works

Water Storage And Supply

Eprocure

Hathras, Uttar Pradesh

Opening Date29 Oct 2024

Closing Date25 Nov 2024

Tender Amount₹ 12,71,13,000

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Costs

EMD
₹ 25,43,000
Document Cost
₹ 3,540
Tender Fee
Refer Documents

Description

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Tender Id
2024_BDAB_969854_1
Bid Award Id
View
Tender No
3404/BKDA/24-25 Dt.25-10-2024 TB
Tender Authority
Bulandshahr Development Authority View
Purchaser Address
-
Website
http://http://bdabulandshahar.in/

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Documents

Tender Notice-1580.0 kBTendernotice_1.pdf

NIT

BOQ-12.0 MBBOQ_1695946.xls

BOQ

Document-2827.3 kBTD_TB_3304.pdf

TD

Document-145.4 kBTender_Detail_2024...Tender_Detail_2024_BDAB_969854_1.html

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BOQ Items

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Quantity-

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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).

Quantity595

Rate110

Amount 65450

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Quantity3869

Rate2103

Amount 8136507

Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 1:3:6 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Quantity2830.12

Rate6400

Amount 18112788.44

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501.

Quantity3489

Rate8050

Amount 28086450

Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete.

Quantity10467

Rate42

Amount 439614

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade FE-550D (Make :- Tata or Sail)

Quantity2739

Rate8149

Amount 22320111

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, j ointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making j oints with or without grooves (thickness of j oints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Quantity595

Rate7644

Amount 4548180

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.

Quantity4807

Rate824

Amount 3960968

Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Quantity3961

Rate140

Amount 554540

SUB HEAD : OFC WORK

Quantity-

Rate-

Amount -

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).

Quantity463

Rate110

Amount 50930

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Quantity3

Rate6100

Amount 18300

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Quantity-

Rate-

Amount -

i) up to plinth level All works upto plinth level concrete of m25 grade with minimum cement content of 330 kg /cum

Quantity23

Rate7181

Amount 165163

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Quantity14

Rate296

Amount 4144

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick

Quantity20

Rate777

Amount 15540

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Quantity180

Rate636

Amount 114480

Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-550D (Nake Tata or Sail).

Quantity37

Rate8149

Amount 301513

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per stanDSRd drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Quantity75

Rate418

Amount 31350

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5. Rectangular shape 600x450 mm internal dimensions

Quantity75

Rate1086

Amount 81450

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.

Quantity-

Rate-

Amount -

63 mm dia (OD-63 mm & ID-51 mm nominal)

Quantity300

Rate103

Amount 30900

90mm dia (OD-120 mm & ID-103 mm nominal)

Quantity300

Rate137

Amount 41100

120 mm dia (OD-120 mm & ID-103 mm nominal)

Quantity150

Rate201

Amount 30150

DRAINAGE WORK

Quantity-

Rate-

Amount -

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).

Quantity2287

Rate110

Amount 251570

Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.)

Quantity10

Rate30

Amount 300

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Quantity180

Rate6100

Amount 1098000

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Quantity713

Rate7181

Amount 5120053

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Quantity658

Rate296

Amount 194768

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Quantity5113

Rate636

Amount 3251868

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick

Quantity117

Rate777

Amount 90909

Providing and placing in position 100 mm thick factory made machine batched & machine mixed PrecastRCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

Quantity1473

Rate2328

Amount 3429144

Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade FE-550D (Make :- Tata or Sail)

Quantity793

Rate8149

Amount 6462157

WATER SUPPLY WORK

Quantity-

Rate-

Amount -

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).

Quantity470

Rate110

Amount 51700

Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 'All kinds of soil

Quantity-

Rate-

Amount -

Pipes, cables etc, not exceeding 80 mm dia.

Quantity567

Rate162

Amount 91854

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

Quantity2966

Rate266

Amount 788956

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Quantity167

Rate6100

Amount 1018700

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Quantity-

Rate-

Amount -

All works upto plinth level Up to Plinth Lvl. concrete of M25 grade with minimum cement content of 330 kg /cum

Quantity150

Rate7181

Amount 1077150

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Quantity86

Rate296

Amount 25456

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Quantity1278

Rate636

Amount 812808

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

Quantity160

Rate700

Amount 112000

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more.

Quantity207

Rate8149

Amount 1686843

M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.

Quantity512

Rate80

Amount 40960

Painting or varnishing (Two Coat )with valsper or other approved high grade enamel or superior synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm ISI no. 105/106/133-1950.

Quantity52

Rate85

Amount 4420

Providing and fixing PVC pipe conforming to IS make working pressure 6kg/sqcm including testing labour T&P and all complete fittings

Quantity-

Rate-

Amount -

75mm diameter

Quantity567

Rate406

Amount 230202

110mm diameter

Quantity2759.4

Rate630

Amount 1738422

140mm diameter

Quantity205.8

Rate770

Amount 158466

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work

Quantity-

Rate-

Amount -

20mm nominal outer dia pipes

Quantity115

Rate207

Amount 23805

25mm nominal outer dia pipes

Quantity125

Rate268

Amount 33500

50mm nominal inner dia pipes

Quantity125

Rate600

Amount 75000

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :

Quantity-

Rate-

Amount -

20mm nominal bore

Quantity4

Rate287

Amount 1148

25mm nominal bore

Quantity5

Rate367

Amount 1835

Providing and fixing gun metal gate valve with C.I. wheel of approved quality {screwed end):

Quantity-

Rate-

Amount -

25mm nomiinal bore

Quantity2

Rate470

Amount 940

32mm nomiinal bore

Quantity2

Rate521

Amount 1042

50mm nomiinal bore

Quantity1

Rate775

Amount 775

80mm nomiinal bore

Quantity1

Rate1316

Amount 1316

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :

Quantity-

Rate-

Amount -

50 mm dia

Quantity1

Rate4343

Amount 4343

80 mm dia

Quantity1

Rate5284

Amount 5284

100 mm dia

Quantity1

Rate6719

Amount 6719

Provideing and fixing C.I. Sluice Valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separtely):

Quantity-

Rate-

Amount -

100mm diameter

Quantity-

Rate-

Amount -

Class II

Quantity2

Rate3767

Amount 7534

150mm diameter

Quantity-

Rate-

Amount -

Class II

Quantity2

Rate5525

Amount 11050

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Quantity11

Rate7824

Amount 86064

SEWERAGE WORK

Quantity-

Rate-

Amount -

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).

Quantity3404

Rate110

Amount 374440

Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.)

Quantity492

Rate30

Amount 14760

3.0m - 4.50m

Quantity42

Rate30

Amount 1260

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Quantity110

Rate6100

Amount 671000

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming to IS : 4885

Quantity110

Rate9520

Amount 1047200

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With Sewer bricks conforming IS : 4885

Quantity45

Rate5628

Amount 253260

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming IS : 4885

Quantity4

Rate18472

Amount 73888

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With Sewer bricks conforming IS : 4885

Quantity10

Rate7310

Amount 73100

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming IS : 4885

Quantity3

Rate39493

Amount 118479

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With Sewer bricks conforming IS : 4885

Quantity1

Rate16481

Amount 16481

12 mm thick plaster with cement and coarse (Cement:1 Coarse Sand 4) sand of 1.25 fineness modules in 1:2 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work.

Quantity417

Rate200

Amount 83400

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Quantity333

Rate418

Amount 139194

Supplying and laying of following size ID Sewer Line (DWC SN-4 Cass pipe with Integral socket confirming to IS 16098, Size As Per DWG.) marked along with all accessories like socket, bend, couplers etc.complete with fitting and cutting, jointing etc. in the existing trench, complete as required.

Quantity-

Rate-

Amount -

150 mm dia

Quantity2058

Rate425

Amount 874650

SUB HEAD : RAIN WATER LINE & RECHARGE PIT

Quantity-

Rate-

Amount -

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).

Quantity1988

Rate110

Amount 218680

Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.)

Quantity40

Rate30

Amount 1200

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Quantity152

Rate6100

Amount 927200

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Quantity8

Rate4501

Amount 36008

Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Quantity70

Rate5205

Amount 364350

Supplying and laying of following size Strom Water Line (DWC SN-4 Cass pipe with Integral socket confirming to IS 16098, Size As Per DWG.) marked along with all accessories like socket, bend, couplers etc.complete with fitting and cutting, jointing etc. in the existing trench, complete as required.

Quantity-

Rate-

Amount -

200mm dia

Quantity1201.2

Rate864

Amount 1037836.8

250 mm dia

Quantity431

Rate1294

Amount 557714

300 mm dia

Quantity213

Rate2051

Amount 436863

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Quantity24

Rate1140

Amount 27360

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Quantity24

Rate1162

Amount 27888

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Quantity1

Rate1162

Amount 1162

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Quantity28

Rate1529

Amount 42812

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for the proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared.

Quantity24

Rate521

Amount 12504

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