Tripura Urban Planning And Development Authority Tender

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Tripura Urban Planning And Development Authority Tender

Works

Civil And Construction

Other Consultancy Services

Consultancy Services

Water Storage And Supply

Eprocure

West Tripura, Tripura

Opening Date21 Jun 2023

Closing Date7 Aug 2023

Tender Amount₹ 63,19,06,077

Notes

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Costs

EMD
₹ 63,19,000
Document Cost
₹ 11,800
Tender Fee
Refer Documents

Description

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Tender Id
2023_TUDAW_39503_1
Bid Award Id
View
Tender No
14_EE_TUDA_2023_24
Tender Authority
Tripura Urban Planning And Development Authority View
Purchaser Address
-
Website
http://tripuratenders.gov.in

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BOQ Items

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Ranirbazar town 3 Nos DTW of capacity 75.67 KLH each 1 Nos IRP of 2500 KLD

Quantity1

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Mohanpur town 5 Nos DTW of capacity68.20 KLH 3 Nos IRP of capacity 2730 each & 1 No IRP of 1640 KLD

Quantity1

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Additional/verification Survey, investigation, work plan, Design, Drawings, Documentation work of RCC OHRs and Allied works etc. as per Appendix to the PCC Part B, Appendix1 A (Payment Installment) Price Schedule No.3 Design Services and as per Section 6 Scope of Work for

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RCC Over Head Tank (OHT) - 1 No. 400 KL Capacity & 18 M Staging Height in Khowai town

Quantity1

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RCC Over Head Tank (OHT) - 1 No. 350 KL,1 Nos. 800 KL Capacity & 18 M Staging Height in Ranirbazar town

Quantity1

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RCC Over Head Tank (OHT) - 1 No. 750 KL, 1 No. 850 KL Capacity & 18 M Staging Height in Mohanpur town

Quantity1

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Additional/verification Survey, investigation, work plan, Design, Drawings, Documentation work of Raw Water Transmission Mains and Clear Water Transmission mains and Allied works etc. as per Appendix to the PCC Part B, Appendix1 A (Payment Instalments) Price Schedule No.3 Design Services and as per Section 6 Scope of Work for

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Khowai Town

Quantity1

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Ranirbazar Town

Quantity1

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Mohanpur Town

Quantity1

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Additional/verification Survey, investigation, work plan, Design, Drawings, Documentation workfor remodeled length of exiting distribution network and new distribution networks including Metered household connections and allied works etc. as per Appendix to the PCC Part B, Appendix1 A (Payment Installment) Price Schedule No.3 Design Services and as per Section 6 Scope of Work for

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Khowai Town

Quantity1

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Ranirbazar Town

Quantity1

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Mohanpur Town

Quantity1

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Price Schedule No. 4- Installation and Other Services during the Design–Build Period

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Additional/verification Supply, Installation and Construction of DTWs and IRPs including all Allied Civil, Electro-Mechanical and Instrumentation works etc. as per Appendix to the PCC Part B, Appendix1 A (Payment Installment) Price Schedule No.4 Installation and Other Services during Design Build period and as per Section 6 Scope of Works, and asper the Approved Drawings, and Specification and direction of the Engineer-in-Charge for

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RCC Over Head Tank (OHT) - 1 No. 400 KL Capacity & 18 M Staging Height in Khowai town

Quantity1

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RCC Over Head Tank (OHT) - 1 No. 350 KL,1 Nos. 800 KL Capacity & 18 M Staging Height in Ranirbazar town

Quantity1

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RCC Over Head Tank (OHT) - 1 No. 750 KL, 1 No. 850 KL Capacity & 18 M Staging Height in Mohanpur town

Quantity1

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Additional/verification Supply, Installation and Construction of Raw Water Transmission Mains and Clear Water Transmission mains and all Allied Civil works etc. as per Appendix to the PCC Part B, Appendix1 A (Payment Instalments) Price Schedule No.4 Installation and Other Services during Design Build period and as per Section 6 Scope of Work for

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Raw Water and Clear Water Transmission Main in Khowai Town as per the approved drawings, specifications and as per direction of Engineer- in- charge.

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Dismantling of flexible pavement and disposal of dismantled material up to a lead of 1000 meters, staking serviceable and unserviceable materials separately and as per relevant clauses of section-200.

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Amount -

( I ) By Manual Means

Quantity-

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(A)Bituminous Road

Quantity45

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Amount -

(B)Granular Road

Quantity180

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Amount -

( II ) By Mechanical Means

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Amount -

(A)Bituminous Courses

Quantity45

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Amount -

Dismantling of Cement Concrete Pavements as per MoRT&H Technical Specification Clause 202 Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and up to a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202. (B) up to partial depth of concrete

Quantity7

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Dismantling of Fencing Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity34

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Removal of Telephone / Electric Poles and Lines Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity3

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and up to a lead of 1000 m as per MoRD Technical Specification Clause 202.

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(I) By Manual Means

Quantity-

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A) Lime Concrete

Quantity13

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B)Cement Concrete

Quantity43

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C)Reinforced Cement Concrete

Quantity2

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Dismantling of Brick soling Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and up to a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.

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By Mechanical Means

Quantity10

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Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm (slope-1in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering, dewatering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -charge.

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For G.I. / C.I. / D.I. pipes in new work

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Amount -

In all kinds of soil

Quantity-

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Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity859

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In Ordinary Rock not requiring blasting

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For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity573

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including dewatering

Quantity57

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Amount -

All kinds of soil

Quantity-

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Amount -

Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9 Sand Filling

Quantity90.28

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Amount -

Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI/HDPE pipes etc. of required dia complete as per specification and the direction of the Eng.-in-charge ..

Quantity-

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by manual means

Quantity42.99

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Amount -

by mechanical means

Quantity100.31

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Removal of Unsuitable Soil with Disposal up to 1000 m: Removal of unsuitable soil including excavation, loading and disposal up to 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11.

Quantity410

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Amount -

Clear Water D.I. Pipes Providing laying and jointing socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (Class K-9 ) conforming to IS 8329/2000 with suitable Rubber Gasket (push on) Joints as per IS:5382/85 including testing of joint (Laying conforming to IS:12288:1987)

Quantity-

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200 mm dia Ductile Iron Class K-9 pipes

Quantity1433

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Amount -

Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. i.Upto 300 mm dia

Quantity1840

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Providing and laying D.I. specials of class K - 12 suitable for mechanical jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

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i.Upto 300 mm dia

Quantity0.2

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Amount -

Charges for push-on ( Tyton ) joints to centrifugally ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of EPDM rubber gasket as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

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200 mm dia

Quantity262

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Amount -

Disinfecting C.I. / D.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the DWS laboratory as per IS:2800 and direction of the Engineer - in - charge.

Quantity-

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200 mm dia

Quantity1433

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Amount -

Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge

Quantity-

Rate-

Amount -

200 mm dia

Quantity79

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Amount -

Thrust Block Construction of thrust block in R.C.C M-150 including steel, formwork etc. complete as per drawing, specification and direction of the Engineer - in -charge.

Quantity4

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Amount -

Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in -charge. ( The tail pieces, tapers etc if required will be paid separately ).

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50 mm dia

Quantity12

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Sluice Valves Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.

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100 mm dia PN 1.6

Quantity12

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Amount -

Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

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Amount -

200 mm nominal bore

Quantity3

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Amount -

Valve Chamber Constructing one Concrete chamber suitable size for sluice valve/EMB with 6 mm thk. M.S. Surface Sqaure box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid. RCC top slab cement concrete grade M-20 (Nominal Mix with 20mm maximum size of stone aggregate) along with necessary excavation, 100mm thick foundation concrete grade M-7.5 (Nominal Mix with 40mm maximum size of stone aggregate) 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 & drawing.

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Amount -

For Air,Sluice Valve & NR Meter

Quantity27

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Amount -

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work up to plinth level:

Quantity-

Rate-

Amount -

1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

Quantity21

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Centering shuttering including struttings, propping etc. and removal of form work for:

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Rate-

Amount -

Foundations, footings, bases for columns etc. for mass concrete with timber plank

Quantity107

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Amount -

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

Quantity-

Rate-

Amount -

Thermo-Mechanically Treated bars of grade Fe-500D or more

Quantity1041

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Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work up to plinth level:

Quantity-

Rate-

Amount -

1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

Quantity2

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Amount -

First class brick work in foundation and plinth including cost of all materials as required complete:-

Quantity-

Rate-

Amount -

In cement mortar 1:4 ( 1 cement : 4 fine sand ).

Quantity7

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Amount -

12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning

Quantity-

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Amount -

Cement mortar 1:4 (1 cement : 4 fine sand

Quantity73

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Amount -

Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.

Quantity458

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Amount -

Trench barricading for safety as per drawing and specification wherever directed by the Engineer. (Payment to be made as per running metre of trench) (Rates quoted shall envisage re-use of items as far as practicable).(Rate worked out considering 15 times usage)

Quantity717

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Amount -

Fixing red danger tape on bamboo poles in two rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape and 15 times usage for ball)

Quantity717

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Amount -

Fixing red danger tape on exposed & jutting out shoring in 2 rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape)

Quantity717

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Amount -

Road restoration work as per approved design, drawing and specification. Providing Granular Sub-base wet mix macadam, primer coat with bitumen emulsion (SS-1) bituminous macadam, applying tack coat with bitumen emulsion, Providing, premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates as per approved design, drawing and specification. .

Quantity-

Rate-

Amount -

Raw Water and Clear Water Transmission Main in Ranirbazar Town as per the approved drawings, specifications and as per direction of Engineer- in- charge. .

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

( I ) By Manual Means .

Quantity-

Rate-

Amount -

(A)Bituminous Road

Quantity124

Rate-

Amount -

(B)Granular Road

Quantity495

Rate-

Amount -

( II ) By Mechanical Means

Quantity-

Rate-

Amount -

(A)Bituminous Courses

Quantity124

Rate-

Amount -

Quantity17

Rate-

Amount -

Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and up to a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202.

Quantity94

Rate-

Amount -

Quantity7

Rate-

Amount -

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

A) Lime Concrete

Quantity34

Rate-

Amount -

B)Cement Concrete

Quantity118

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity4

Rate-

Amount -

Quantity-

Rate-

Amount -

By Mechanical Means

Quantity26

Rate-

Amount -

Quantity-

Rate-

Amount -

For G.I. / C.I. / D.I. pipes in new work

Quantity-

Rate-

Amount -

In all kinds of soil

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity2370

Rate-

Amount -

In Ordinary Rock not requiring blasting

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity1580

Rate-

Amount -

Quantity156

Rate-

Amount -

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Quantity-

Rate-

Amount -

All kinds of soil

Quantity358

Rate-

Amount -

Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9 Sand Filling

Quantity248.85

Rate-

Amount -

Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI/HDPE pipes etc. of required dia complete as per specification and the direction of the Eng.-in-charge .

Quantity-

Rate-

Amount -

by manual means

Quantity118.5

Rate-

Amount -

by mechanical means

Quantity276.5

Rate-

Amount -

Quantity1128

Rate-

Amount -

Quantity-

Rate-

Amount -

100 mm dia Ductile Iron Class K-9 pipes

Quantity100

Rate-

Amount -

200 mm dia Ductile Iron Class K-9 pipes

Quantity1700

Rate-

Amount -

250 mm dia Ductile Iron Class K-9 pipes

Quantity2150

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.Upto 300 mm dia

Quantity0.67

Rate-

Amount -

Quantity-

Rate-

Amount -

100 mm dia

Quantity19

Rate-

Amount -

200 mm dia

Quantity310

Rate-

Amount -

250 mm dia

Quantity392

Rate-

Amount -

Quantity-

Rate-

Amount -

100 mm dia

Quantity100

Rate-

Amount -

200 mm dia

Quantity1700

Rate-

Amount -

250 mm dia

Quantity2150

Rate-

Amount -

Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge

Quantity-

Rate-

Amount -

100 mm dia

Quantity5

Rate-

Amount -

200 mm dia

Quantity93

Rate-

Amount -

250 mm dia

Quantity118

Rate-

Amount -

Thrust Block Construction of thrust block in R.C.C M-150 including steel, formwork etc. complete as per drawing, specification and direction of the Engineer - in -charge

Quantity10

Rate-

Amount -

Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).

Quantity-

Rate-

Amount -

100 mm dia

Quantity2

Rate-

Amount -

200 mm dia

Quantity5

Rate-

Amount -

Quantity-

Rate-

Amount -

100 mm dia. PN 1.6

Quantity1

Rate-

Amount -

150 mm dia. PN 1.6

Quantity6

Rate-

Amount -

250 mm dia. PN 1.6

Quantity4

Rate-

Amount -

Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

200 mm nominal bore

Quantity2

Rate-

Amount -

250 mm nominal bore

Quantity2

Rate-

Amount -

Quantity-

Rate-

Amount -

For Air,Sluice Valve & NR Meter

Quantity22

Rate-

Amount -

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work up to plinth level:

Quantity-

Rate-

Amount -

1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

Quantity57

Rate-

Amount -

Centering shuttering including struttings, propping etc. and removal of form work for:

Quantity-

Rate-

Amount -

Foundations, footings, bases for columns etc. for mass concrete with timber plank

Quantity293

Rate-

Amount -

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

Quantity-

Rate-

Amount -

Thermo-Mechanically Treated bars of grade Fe-500D or more

Quantity2867

Rate-

Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work up to plinth level:

Quantity-

Rate-

Amount -

1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

Quantity4

Rate-

Amount -

First class brick work in foundation and plinth including cost of all materials as required complete:-

Quantity-

Rate-

Amount -

In cement mortar 1:4 ( 1 cement : 4 fine sand ).

Quantity19

Rate-

Amount -

12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning

Quantity-

Rate-

Amount -

Cement mortar 1:4 (1 cement : 4 fine sand

Quantity199

Rate-

Amount -

Quantity1261

Rate-

Amount -

Quantity1975

Rate-

Amount -

Quantity1975

Rate-

Amount -

Quantity1975

Rate-

Amount -

Quantity592.5

Rate-

Amount -

Raw Water and Clear Water Transmission Main in Mohanpur town as per the approved drawings, specifications and as per direction of Engineer- in- charge.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

( I ) By Manual Means

Quantity-

Rate-

Amount -

(A)Bituminous Road

Quantity146

Rate-

Amount -

(B)Granular Road

Quantity582

Rate-

Amount -

(A)Bituminous Courses

Quantity-

Rate-

Amount -

Quantity20

Rate-

Amount -

Quantity110

Rate-

Amount -

Quantity8

Rate-

Amount -

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

A) Lime Concrete

Quantity40

Rate-

Amount -

B)Cement Concrete

Quantity139

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity4

Rate-

Amount -

Quantity-

Rate-

Amount -

By Mechanical Means

Quantity30

Rate-

Amount -

Quantity-

Rate-

Amount -

For G.I. / C.I. / D.I. pipes in new work

Quantity-

Rate-

Amount -

In all kinds of soil

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity2790

Rate-

Amount -

In Ordinary Rock not requiring blasting

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity1860

Rate-

Amount -

Quantity183

Rate-

Amount -

Quantity-

Rate-

Amount -

Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9 Sand Filling

Quantity292.95

Rate-

Amount -

Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI/HDPE pipes etc. of required dia complete as per specification and the direction of the Eng.-in-charge .

Quantity-

Rate-

Amount -

by manual means

Quantity139.5

Rate-

Amount -

by mechanical means

Quantity325.5

Rate-

Amount -

Quantity1328

Rate-

Amount -

Quantity-

Rate-

Amount -

200 mm dia Ductile Iron Class K-9 pipes

Quantity3600

Rate-

Amount -

250 mm dia Ductile Iron Class K-9 pipes

Quantity950

Rate-

Amount -

300 mm dia Ductile Iron Class K-9 pipes

Quantity100

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.Upto 300 mm dia

Quantity6.64

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for mechanical jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.Upto 300 mm dia

Quantity0.71

Rate-

Amount -

Quantity-

Rate-

Amount -

200 mm dia

Quantity656

Rate-

Amount -

250 mm dia

Quantity174

Rate-

Amount -

300 mm dia

Quantity19

Rate-

Amount -

Quantity-

Rate-

Amount -

200 mm dia

Quantity3600

Rate-

Amount -

250 mm dia

Quantity950

Rate-

Amount -

300 mm dia

Quantity100

Rate-

Amount -

Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge

Quantity-

Rate-

Amount -

200 mm dia

Quantity198

Rate-

Amount -

250 mm dia

Quantity52

Rate-

Amount -

300 mm dia

Quantity5

Rate-

Amount -

Thrust Block Construction of thrust block in R.C.C M-150 including steel, formwork etc. complete as per drawing, specification and direction of the Engineer - in -charge.

Quantity11

Rate-

Amount -

Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).

Quantity-

Rate-

Amount -

50 mm dia

Quantity9

Rate-

Amount -

Quantity-

Rate-

Amount -

200 mm dia PN 1.6

Quantity2

Rate-

Amount -

250 mm dia PN 1.6

Quantity2

Rate-

Amount -

300 mm dia PN 1.6

Quantity1

Rate-

Amount -

Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

250 mm nominal bore

Quantity5

Rate-

Amount -

Quantity-

Rate-

Amount -

For Air,Sluice Valve & NR Meter

Quantity19

Rate-

Amount -

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work up to plinth level:

Quantity-

Rate-

Amount -

1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

Quantity67

Rate-

Amount -

Centering shuttering including struttings, propping etc. and removal of form work for:

Quantity-

Rate-

Amount -

Foundations, footings, bases for columns etc. for mass concrete with timber plank

Quantity345

Rate-

Amount -

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

Quantity-

Rate-

Amount -

Thermo-Mechanically Treated bars of grade Fe-500D or more

Quantity3375

Rate-

Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work up to plinth level:

Quantity-

Rate-

Amount -

1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

Quantity5

Rate-

Amount -

First class brick work in foundation and plinth including cost of all materials as required complete:-

Quantity-

Rate-

Amount -

In cement mortar 1:4 ( 1 cement : 4 fine sand ).

Quantity23

Rate-

Amount -

12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning

Quantity-

Rate-

Amount -

Cement mortar 1:4 (1 cement : 4 fine sand

Quantity234

Rate-

Amount -

Quantity1484

Rate-

Amount -

Quantity2325

Rate-

Amount -

Quantity2325

Rate-

Amount -

Quantity2325

Rate-

Amount -

Road restoration work as per approved design, drawing and specification.

Quantity697.5

Rate-

Amount -

Additional/verification Supply, Installation and Construction of for Remodelled length of exiting distribution network and new Distribution networks including Metered household connections and allied works etc. as per Appendix to the PCC Part B, Appendix1 A (Payment Instalments) Price Schedule No.4 Installation and Other Services during Design Build period and as per Section 6 Scope of Work for

Quantity-

Rate-

Amount -

Khowai Town as per the Approved drawings, Specifications and as per the direction of Engineer in charge.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

( I ) By Manual Means

Quantity-

Rate-

Amount -

(A)Bituminous Road

Quantity385

Rate-

Amount -

(B)Granular Road

Quantity1537

Rate-

Amount -

( II ) By Mechanical Means

Quantity-

Rate-

Amount -

(A)Bituminous Courses

Quantity385

Rate-

Amount -

Quantity53

Rate-

Amount -

Quantity290

Rate-

Amount -

Quantity20

Rate-

Amount -

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

A) Lime Concrete

Quantity105

Rate-

Amount -

B) Cement Concrete

Quantity365

Rate-

Amount -

C) Reinforced Cement Concrete

Quantity10

Rate-

Amount -

Quantity-

Rate-

Amount -

By Mechanical Means

Quantity80

Rate-

Amount -

Quantity-

Rate-

Amount -

For pipes in new work

Quantity-

Rate-

Amount -

In all kinds of soil

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity7172.4

Rate-

Amount -

In Ordinary Rock not requiring blasting

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity4781.6

Rate-

Amount -

For G.I. / C.I. / D.I. pipes in new work

Quantity-

Rate-

Amount -

In all kinds of soil

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity198

Rate-

Amount -

In Ordinary Rock not requiring blasting

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity132

Rate-

Amount -

Quantity145

Rate-

Amount -

Quantity-

Rate-

Amount -

All kinds of soil

Quantity875.4

Rate-

Amount -

Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9 Sand Filling

Quantity773.9

Rate-

Amount -

Installation of HDPE Product pipe by HDD method including preparing and settling up the plant and equipment, making string of new pipe work, material, installing new pipe string and making the system ready for copmmissioning by HDD operation including all related civil and mechanical works like excavation, shoring / strutting etc. drilling, stringing, reaming, and pulling back the new pipe work on the designed bore path alignment, proper disposal of drilling fluid and back fill after completion all inclusive as per IndSTT: : Code of Practice for Horizontal Directional -: Cod of Pratice for Horizontal Drilling Technique Suiting Indian Conditions.

Quantity-

Rate-

Amount -

In Soft Soil

Quantity-

Rate-

Amount -

HDPE Ducts upto 100mm

Quantity-

Rate-

Amount -

HDPE Ducts above 100mm & upto 150mm

Quantity128.9

Rate-

Amount -

HDPE Ducts above 150mm & upto 200mm

Quantity1010

Rate-

Amount -

HDPE Ducts above 200mm & upto 300mm

Quantity56

Rate-

Amount -

Suply & Fixing of HDPE Pipes (PE - 100, PN - 10) for Trenchless portion only

Quantity-

Rate-

Amount -

110mm of 10Kgf/cm2

Quantity-

Rate-

Amount -

160 mm of 10Kgf/cm2

Quantity128.9

Rate-

Amount -

250 mm of 10Kgf/cm2

Quantity1010

Rate-

Amount -

315 mm of 10Kgf/cm2

Quantity56

Rate-

Amount -

Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI/HDPE pipes etc. of required dia complete as per specification and the direction of the Eng.-in-charge .

Quantity-

Rate-

Amount -

by manual means

Quantity13.2

Rate-

Amount -

by mechanical means

Quantity23.1

Rate-

Amount -

Quantity3508

Rate-

Amount -

Distribution System Pipes Providing, Laying, Jointing & field testing of high density Polyethylene pipes, (HDPE) conforming to IS 4984/14151/12786/13488 with necessary jointing material like mechanical connector or jointing pipes heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and pressing the ends together against the each other, to form a monolithic & leak proof joint by thermosetting prosses. It may be required to be done with Jacks/Hydraulic Jacks/ but fusion machine. (50 mm and above fusion jointed & below 50 mm mechanical jointed) incl. hydraulic testing

Quantity-

Rate-

Amount -

e) 125 mm Dia 6 Kg/Sq.cm pipes

Quantity241

Rate-

Amount -

f) 140 mm Dia 6 Kg/Sq.cm pipes

Quantity1047

Rate-

Amount -

g) 160 mm Dia 6 Kg/Sq.cm pipes

Quantity5095

Rate-

Amount -

h) 180 mm Dia 6 Kg/Sq.cm pipes

Quantity2652

Rate-

Amount -

i) 200 mm Dia 6 Kg/Sq.cm pipes

Quantity2357

Rate-

Amount -

HDPE Specials Providing , Laying, jointing and testing of HDPE pipe end, Reducer, bends, confirming to IS specifications

Quantity-

Rate-

Amount -

HDPE Specials @10 % of Pipe Cost

Quantity1

Rate-

Amount -

Distribution System D.I. Pipes Providing laying and jointing socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (Class K-7 ) conforming to IS 8329/2000 with suitable Rubber Gasket (push on) Joints as per IS:5382/85 including testing of joint (Laying conforming to IS:12288:1987)

Quantity-

Rate-

Amount -

200 mm dia Ductile Iron Class K-7 pipes

Quantity265

Rate-

Amount -

250 mm dia Ductile Iron Class K-7 pipes

Quantity65

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.Upto 300 mm dia

Quantity0.45

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for mechanical jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.Upto 300 mm dia

Quantity0.5

Rate-

Amount -

Quantity-

Rate-

Amount -

200 mm dia

Quantity49

Rate-

Amount -

250 mm dia

Quantity13

Rate-

Amount -

Quantity-

Rate-

Amount -

200 mm dia

Quantity265

Rate-

Amount -

250 mm dia

Quantity65

Rate-

Amount -

Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge

Quantity-

Rate-

Amount -

200 mm dia

Quantity15

Rate-

Amount -

250 mm dia

Quantity4

Rate-

Amount -

Thrust Block

Quantity26

Rate-

Amount -

Quantity-

Rate-

Amount -

100 mm dia PN 1.6

Quantity10

Rate-

Amount -

150 mm dia PN 1.6

Quantity4

Rate-

Amount -

200 mm dia PN 1.6

Quantity9

Rate-

Amount -

250 mm dia PN 1.6

Quantity3

Rate-

Amount -

Supply & Installation of Consumer Water Meters of inferential type, MultiJet, magnetically coupled, having dry dial, straight reading Class B conforming to is: 779/1994, ISO and EEC approved, including ball valve transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipeline as per approved design, drawing and specification

Quantity-

Rate-

Amount -

15 mm size connection

Quantity5209

Rate-

Amount -

20 mm size connection

Quantity107

Rate-

Amount -

25 mm size connection

Quantity54

Rate-

Amount -

Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

15 mm nominal bore

Quantity5209

Rate-

Amount -

20 mm nominal bore

Quantity107

Rate-

Amount -

20 mm nominal bore

Quantity54

Rate-

Amount -

Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

90 mm dia with 15 mm dia opening

Quantity3354

Rate-

Amount -

90 mm dia with 20 mm dia opening

Quantity70

Rate-

Amount -

90 mm dia with 25 mm dia opening

Quantity35

Rate-

Amount -

110 mm dia with 15 mm dia opening

Quantity990

Rate-

Amount -

110 mm dia with 20 mm dia opening

Quantity19

Rate-

Amount -

110 mm dia with 25 mm dia opening

Quantity10

Rate-

Amount -

140 mm dia with 15 mm dia opening

Quantity521

Rate-

Amount -

140 mm dia with 20 mm dia opening

Quantity11

Rate-

Amount -

140 mm dia with 25 mm dia opening

Quantity5

Rate-

Amount -

Providing and fixing 3 layer PP-R (poly propylene Random copolymer) pipes U V stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings including treanching, refilling & testing of joints complete as per direction of Engineer- In- Charge. Extarnal Work

Quantity-

Rate-

Amount -

PN-16 Pipe,16mm OD (SDR 7.4)

Quantity10418

Rate-

Amount -

PN-16 Pipe,20mm OD (SDR 7.4)

Quantity214

Rate-

Amount -

PN-16 Pipe,25mm OD (SDR 7.4)

Quantity108

Rate-

Amount -

PN-16 Pipe,40mm OD (SDR 7.4)

Quantity1074

Rate-

Amount -

Constructing masonry Chamber 30x30x50 cm, inside, in brick work in cement mortar 1:4 (1 cement :4 fine sand) for stop cock, with 6 mm thk. M.S. Surface Sqaure box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :

Quantity-

Rate-

Amount -

With Second Class bricks

Quantity5370

Rate-

Amount -

Supply of Electromagnetic Bulk Flow Meters / Mechanised bulk flow meter full bore meter complete as per specification including transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipe line, including excavation at site, cuts in the existing pipe system, dewatering and reinstating the same after completion of installation as per specification and drawings including all taxes. Accuracy of meter + 0.3% of measured value, Flange connection as per AWWA & IS, Liner: Hard Rubber, Fully welded sensor housing complying to IP 68 standard, Electrodes SS 316, Sensor housing SS 304, Cable gland 1/2" NPT, Sensor housing fully welded SS 304 housing with protective Polyurethane paint, Flow Transmitter/ Converter : Microprocessor based, modular design display 2 line back lit LCD for indication of actual flow rate, forward, reverse, sum totalizer, Perfection category : IP 65

Quantity-

Rate-

Amount -

200 mm Dia

Quantity6

Rate-

Amount -

Quantity-

Rate-

Amount -

For Sluice Valve & Bulk Flow Meter

Quantity139.5

Rate-

Amount -

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work up to plinth level:

Quantity-

Rate-

Amount -

1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

Quantity52.8

Rate-

Amount -

Centering shuttering including struttings, propping etc. and removal of form work for:

Quantity-

Rate-

Amount -

Foundations, footings, bases for columns etc. for mass concrete with timber plank

Quantity273

Rate-

Amount -

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

Quantity-

Rate-

Amount -

Thermo-Mechanically Treated bars of grade Fe-500D or more

Quantity2674.8

Rate-

Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work up to plinth level:

Quantity-

Rate-

Amount -

1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

Quantity3.3

Rate-

Amount -

First class brick work in foundation and plinth including cost of all materials as required complete:-

Quantity-

Rate-

Amount -

In cement mortar 1:4 ( 1 cement : 4 fine sand ).

Quantity17.7

Rate-

Amount -

12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning

Quantity-

Rate-

Amount -

Cement mortar 1:4 (1 cement : 4 fine sand

Quantity185.4

Rate-

Amount -

Quantity1176

Rate-

Amount -

Quantity6142

Rate-

Amount -

Quantity6142

Rate-

Amount -

Quantity6142

Rate-

Amount -

Road restoration work as per approved design, drawing and specification.Providing Granular Sub-base wet mix macadam, primer coat with bitumen emulsion (SS-1) bituminous macadam, applying tack coat with bitumen emulsion, Providing, premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates as per approved design, drawing and specification.

Quantity4299.4

Rate-

Amount -

Ranirbazar Town as per the Approved drawings, Specifications and as per the direction of Engineer in charge.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

( I ) By Manual Means

Quantity-

Rate-

Amount -

(A)Bituminous Road

Quantity523

Rate-

Amount -

(B)Granular Road

Quantity2089

Rate-

Amount -

( II ) By Mechanical Means

Quantity-

Rate-

Amount -

(A)Bituminous Courses

Quantity523

Rate-

Amount -

Dismantling of Cement Concrete Pavements as per MoRT&H Technical Specification Clause 202

Quantity71

Rate-

Amount -

Quantity395

Rate-

Amount -

Quantity27

Rate-

Amount -

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

A) Lime Concrete

Quantity142

Rate-

Amount -

B)Cement Concrete

Quantity496

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity14

Rate-

Amount -

Quantity-

Rate-

Amount -

By Mechanical Means

Quantity108

Rate-

Amount -

Quantity-

Rate-

Amount -

For pipes in new work

Quantity-

Rate-

Amount -

In all kinds of soil

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity8946

Rate-

Amount -

In Ordinary Rock not requiring blasting

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity5964

Rate-

Amount -

For G.I. / C.I. / D.I. pipes in new work

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity1011

Rate-

Amount -

For pipes exceeding 300 mm dia but not exceeding 600 mm dia

Quantity60

Rate-

Amount -

In Ordinary Rock not requiring blasting

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity674

Rate-

Amount -

For pipes exceeding 300 mm dia but not exceeding 600 mm dia

Quantity40

Rate-

Amount -

Quantity198

Rate-

Amount -

Quantity-

Rate-

Amount -

All kinds of soil

Quantity1190

Rate-

Amount -

Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9

Quantity1051.85

Rate-

Amount -

Quantity-

Rate-

Amount -

In Soft Soil

Quantity-

Rate-

Amount -

HDPE Ducts above 100mm & upto 150mm

Quantity774.3

Rate-

Amount -

HDPE Ducts above 150mm & upto 200mm

Quantity664

Rate-

Amount -

HDPE Ducts above 200mm & upto 300mm

Quantity53

Rate-

Amount -

Suply & Fixing of HDPE Pipes (PE - 100, PN - 10) for Trenchless portion only

Quantity-

Rate-

Amount -

110mm of 10Kgf/cm2

Quantity-

Rate-

Amount -

160 mm of 10Kgf/cm2

Quantity774

Rate-

Amount -

250 mm of 10Kgf/cm2

Quantity664

Rate-

Amount -

315 mm of 10Kgf/cm2

Quantity53

Rate-

Amount -

Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI/HDPE pipes etc. of required dia complete as per specification and the direction of the Eng.-in-charge .

Quantity-

Rate-

Amount -

by manual means

Quantity71.4

Rate-

Amount -

by mechanical means

Quantity124.95

Rate-

Amount -

Quantity4768

Rate-

Amount -

Quantity-

Rate-

Amount -

d) 110 mm Dia 6 Kg/Sq.cm pipes

Quantity5025

Rate-

Amount -

f) 140 mm Dia 6 Kg/Sq.cm pipes

Quantity2718

Rate-

Amount -

g) 160 mm Dia 6 Kg/Sq.cm pipes

Quantity1863

Rate-

Amount -

h) 180 mm Dia 6 Kg/Sq.cm pipes

Quantity2743

Rate-

Amount -

i) 200 mm Dia 6 Kg/Sq.cm pipes

Quantity2030

Rate-

Amount -

k) 250 mm Dia 6 Kg/Sq.cm pipes

Quantity532

Rate-

Amount -

HDPE Specials Providing , Laying, jointing and testing of HDPE pipe end, Reducer, bends, confirming to IS specifications

Quantity-

Rate-

Amount -

HDPE Specials @10 % of Pipe Cost

Quantity1

Rate-

Amount -

Quantity-

Rate-

Amount -

200 mm dia Ductile Iron Class K-7 pipes

Quantity993

Rate-

Amount -

300 mm dia Ductile Iron Class K-7 pipes

Quantity692

Rate-

Amount -

400 mm dia Ductile Iron Class K-7 pipes

Quantity100

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.Upto 300 mm dia

Quantity2.71

Rate-

Amount -

ii.Above 300 mm dia

Quantity0.19

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for mechanical jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.Upto 300 mm dia

Quantity0.29

Rate-

Amount -

ii.Above 300 mm dia

Quantity0.02

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for mechanical jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

200 mm dia

Quantity182

Rate-

Amount -

300 mm dia

Quantity127

Rate-

Amount -

400 mm dia

Quantity19

Rate-

Amount -

Quantity-

Rate-

Amount -

200 mm dia

Quantity993

Rate-

Amount -

300 mm dia

Quantity692

Rate-

Amount -

400 mm dia

Quantity100

Rate-

Amount -

Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge

Quantity-

Rate-

Amount -

200 mm dia

Quantity54

Rate-

Amount -

300 mm dia

Quantity38

Rate-

Amount -

400 mm dia

Quantity5

Rate-

Amount -

Thrust Block Construction of thrust block in R.C.C M-150 including steel, formwork etc. complete as per drawing, specification and direction of the Engineer - in -charge.

Quantity34

Rate-

Amount -

Quantity-

Rate-

Amount -

80 mm dia PN 1.6

Quantity1

Rate-

Amount -

100 mm dia PN 1.6

Quantity9

Rate-

Amount -

150 mm dia PN 1.6

Quantity20

Rate-

Amount -

200 mm dia PN 1.6

Quantity2

Rate-

Amount -

250 mm dia PN 1.6

Quantity8

Rate-

Amount -

300 mm dia PN 1.6

Quantity1

Rate-

Amount -

350 mm dia PN 1.6

Quantity1

Rate-

Amount -

Quantity-

Rate-

Amount -

15 mm size connection

Quantity3589

Rate-

Amount -

20 mm size connection

Quantity74

Rate-

Amount -

25 mm size connection

Quantity37

Rate-

Amount -

Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

15 mm nominal bore

Quantity3589

Rate-

Amount -

20 mm nominal bore

Quantity74

Rate-

Amount -

20 mm nominal bore

Quantity37

Rate-

Amount -

Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

90 mm dia with 15 mm dia opening

Quantity2311

Rate-

Amount -

90 mm dia with 20 mm dia opening

Quantity48

Rate-

Amount -

90 mm dia with 25 mm dia opening

Quantity24

Rate-

Amount -

110 mm dia with 15 mm dia opening

Quantity682

Rate-

Amount -

110 mm dia with 20 mm dia opening

Quantity13

Rate-

Amount -

110 mm dia with 25 mm dia opening

Quantity7

Rate-

Amount -

140 mm dia with 15 mm dia opening

Quantity359

Rate-

Amount -

140 mm dia with 20 mm dia opening

Quantity7

Rate-

Amount -

140 mm dia with 25 mm dia opening

Quantity4

Rate-

Amount -

Quantity-

Rate-

Amount -

PN-16 Pipe,16mm OD (SDR 7.4)

Quantity7178

Rate-

Amount -

PN-16 Pipe,20mm OD (SDR 7.4)

Quantity148

Rate-

Amount -

PN-16 Pipe,25mm OD (SDR 7.4)

Quantity74

Rate-

Amount -

PN-16 Pipe,40mm OD (SDR 7.4)

Quantity740

Rate-

Amount -

Quantity-

Rate-

Amount -

With Second Class bricks

Quantity3700

Rate-

Amount -

Quantity-

Rate-

Amount -

250 mm Dia

Quantity4

Rate-

Amount -

Quantity-

Rate-

Amount -

For Sluice Valve & Bulk Flow Meter

Quantity46

Rate-

Amount -

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work up to plinth level:

Quantity-

Rate-

Amount -

1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

Quantity72

Rate-

Amount -

Centering shuttering including struttings, propping etc. and removal of form work for:

Quantity-

Rate-

Amount -

Foundations, footings, bases for columns etc. for mass concrete with timber plank

Quantity371.1

Rate-

Amount -

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

Quantity-

Rate-

Amount -

Thermo-Mechanically Treated bars of grade Fe-500D or more

Quantity3635.4

Rate-

Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work up to plinth level:

Quantity-

Rate-

Amount -

1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

Quantity4.5

Rate-

Amount -

First class brick work in foundation and plinth including cost of all materials as required complete:-

Quantity-

Rate-

Amount -

In cement mortar 1:4 ( 1 cement : 4 fine sand ).

Quantity24

Rate-

Amount -

12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning

Quantity-

Rate-

Amount -

Cement mortar 1:4 (1 cement : 4 fine sand

Quantity252

Rate-

Amount -

Quantity1598.4

Rate-

Amount -

Quantity8348

Rate-

Amount -

Quantity8348

Rate-

Amount -

Quantity8348

Rate-

Amount -

Quantity5843.6

Rate-

Amount -

Mohanpur Town as per the Approved drawings, Specifications and as per the direction of Engineer in charge.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

( I ) By Manual Means

Quantity-

Rate-

Amount -

(A)Bituminous Road

Quantity359

Rate-

Amount -

(B)Granular Road

Quantity1433

Rate-

Amount -

( II ) By Mechanical Means

Quantity-

Rate-

Amount -

Specification Clause 202 Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and up to a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202. (B) up to partial depth of concrete

Quantity49

Rate-

Amount -

Quantity271

Rate-

Amount -

Quantity18

Rate-

Amount -

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

A) Lime Concrete

Quantity98

Rate-

Amount -

B)Cement Concrete

Quantity340

Rate-

Amount -

C) Reinforced Cement Concrete

Quantity10

Rate-

Amount -

Quantity-

Rate-

Amount -

By Mechanical Means

Quantity74

Rate-

Amount -

Quantity-

Rate-

Amount -

For pipes in new work

Quantity-

Rate-

Amount -

In all kinds of soil

Quantity-

Rate-

Amount -

For pipes not exceeding 90 mm dia

Quantity621.6

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity3325.8

Rate-

Amount -

In Ordinary Rock not requiring blasting

Quantity-

Rate-

Amount -

For pipes not exceeding 90 mm dia

Quantity414.4

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity2217.2

Rate-

Amount -

For G.I. / C.I. / D.I. pipes in new work

Quantity-

Rate-

Amount -

In all kinds of soil

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity2551.8

Rate-

Amount -

For pipes exceeding 300 mm dia but not

Quantity369.6

Rate-

Amount -

In Ordinary Rock not requiring blasting

Quantity-

Rate-

Amount -

For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Quantity1701.2

Rate-

Amount -

For pipes exceeding 300 mm dia but not exceeding 600 mm dia

Quantity246.4

Rate-

Amount -

Quantity136

Rate-

Amount -

Quantity-

Rate-

Amount -

All kinds of soil

Quantity816.43

Rate-

Amount -

Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9 Sand Filling

Quantity721.23

Rate-

Amount -

Quantity-

Rate-

Amount -

In Soft Soil

Quantity-

Rate-

Amount -

HDPE Ducts upto 100mm

Quantity103.6

Rate-

Amount -

HDPE Ducts above 150mm & upto 200mm

Quantity148

Rate-

Amount -

HDPE Ducts above 200mm & upto 300mm

Quantity406

Rate-

Amount -

Suply & Fixing of HDPE Pipes (PE - 100, PN - 10) for Trenchless portion only

Quantity-

Rate-

Amount -

110mm of 10Kgf/cm2

Quantity103.6

Rate-

Amount -

250 mm of 10Kgf/cm2

Quantity148

Rate-

Amount -

315 mm of 10Kgf/cm2

Quantity406

Rate-

Amount -

Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI/HDPE pipes etc. of required dia complete as per specification and the direction of the Eng.-in-charge .

Quantity-

Rate-

Amount -

by manual means

Quantity194.76

Rate-

Amount -

by mechanical means

Quantity340.83

Rate-

Amount -

Quantity3269

Rate-

Amount -

Quantity-

Rate-

Amount -

c) 90 mm Dia 6 Kg/Sq.cm pipes

Quantity1036

Rate-

Amount -

g) 160 mm Dia 6 Kg/Sq.cm pipes

Quantity311

Rate-

Amount -

i) 200 mm Dia 6 Kg/Sq.cm pipes

Quantity1170

Rate-

Amount -

j) 225 mm Dia 6 Kg/Sq.cm pipes

Quantity2777

Rate-

Amount -

k) 250 mm Dia 6 Kg/Sq.cm pipes

Quantity1285

Rate-

Amount -

HDPE Specials Providing , Laying, jointing and testing of HDPE pipe end, Reducer, bends, confirming to IS specifications

Quantity-

Rate-

Amount -

HDPE Specials @10 % of Pipe Cost

Quantity1

Rate-

Amount -

Quantity-

Rate-

Amount -

250 mm dia Ductile Iron Class K-7 pipes

Quantity2219

Rate-

Amount -

300 mm dia Ductile Iron Class K-7 pipes

Quantity2034

Rate-

Amount -

350 mm dia Ductile Iron Class K-7 pipes

Quantity616

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for mechanical jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.Upto 300 mm dia

Quantity7.96

Rate-

Amount -

ii.Above 300 mm dia

Quantity1.16

Rate-

Amount -

Providing and laying D.I. specials of class K - 12 suitable for mechanical jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.Upto 300 mm dia

Quantity0.85

Rate-

Amount -

ii.Above 300 mm dia

Quantity0.12

Rate-

Amount -

Quantity-

Rate-

Amount -

250 mm dia

Quantity404

Rate-

Amount -

300 mm dia

Quantity371

Rate-

Amount -

350 mm dia

Quantity113

Rate-

Amount -

Quantity-

Rate-

Amount -

250 mm dia

Quantity2219

Rate-

Amount -

300 mm dia

Quantity2034

Rate-

Amount -

350 mm dia

Quantity616

Rate-

Amount -

Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge

Quantity-

Rate-

Amount -

250 mm dia

Quantity122

Rate-

Amount -

300 mm dia

Quantity112

Rate-

Amount -

350 mm dia

Quantity34

Rate-

Amount -

Thrust Block Construction of thrust block in R.C.C M-150 including steel, formwork etc. complete as per drawing, specification and direction of the Engineer - in -charge.

Quantity24

Rate-

Amount -

Quantity-

Rate-

Amount -

150 mm dia PN 1.6

Quantity2

Rate-

Amount -

200 mm dia PN 1.6

Quantity3

Rate-

Amount -

250 mm dia PN 1.6

Quantity7

Rate-

Amount -

300 mm dia PN 1.6

Quantity3

Rate-

Amount -

Quantity-

Rate-

Amount -

15 mm size connection

Quantity3083

Rate-

Amount -

20 mm size connection

Quantity64

Rate-

Amount -

25 mm size connection

Quantity32

Rate-

Amount -

Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

90 mm dia with 15 mm dia opening

Quantity2311

Rate-

Amount -

90 mm dia with 20 mm dia opening

Quantity48

Rate-

Amount -

90 mm dia with 25 mm dia opening

Quantity24

Rate-

Amount -

110 mm dia with 15 mm dia opening

Quantity682

Rate-

Amount -

110 mm dia with 20 mm dia opening

Quantity13

Rate-

Amount -

110 mm dia with 25 mm dia opening

Quantity7

Rate-

Amount -

140 mm dia with 15 mm dia opening

Quantity359

Rate-

Amount -

140 mm dia with 20 mm dia opening

Quantity7

Rate-

Amount -

140 mm dia with 25 mm dia opening

Quantity4

Rate-

Amount -

Quantity-

Rate-

Amount -

PN-16 Pipe,16mm OD (SDR 7.4)

Quantity6166

Rate-

Amount -

PN-16 Pipe,20mm OD (SDR 7.4)

Quantity128

Rate-

Amount -

PN-16 Pipe,25mm OD (SDR 7.4)

Quantity64

Rate-

Amount -

PN-16 Pipe,40mm OD (SDR 7.4)

Quantity635.8

Rate-

Amount -

Quantity-

Rate-

Amount -

With Second Class bricks

Quantity3179

Rate-

Amount -

Quantity-

Rate-

Amount -

350 mm Dia

Quantity2

Rate-

Amount -

Quantity-

Rate-

Amount -

For Sluice Valve & Bulk Flow Meter

Quantity17

Rate-

Amount -

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work up to plinth level:

Quantity-

Rate-

Amount -

1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

Quantity49.2

Rate-

Amount -

Centering shuttering including struttings, propping etc. and removal of form work for:

Quantity-

Rate-

Amount -

Foundations, footings, bases for columns etc. for mass concrete with timber plank

Quantity254.4

Rate-

Amount -

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

Quantity-

Rate-

Amount -

Thermo-Mechanically Treated bars of grade Fe-500D or more

Quantity2492.7

Rate-

Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work up to plinth level:

Quantity-

Rate-

Amount -

1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

Quantity3

Rate-

Amount -

First class brick work in foundation and plinth including cost of all materials as required complete:-

Quantity-

Rate-

Amount -

In cement mortar 1:4 ( 1 cement : 4 fine sand ).

Quantity16.5

Rate-

Amount -

12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning

Quantity-

Rate-

Amount -

Cement mortar 1:4 (1 cement : 4 fine sand

Quantity172.8

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity1095.9

Rate-

Amount -

Quantity5724

Rate-

Amount -

Quantity5724

Rate-

Amount -

Quantity5724

Rate-

Amount -

Quantity4006.8

Rate-

Amount -

Provisional Sum (@ 3% Engineer’s Estimate Value) Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archaeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope, Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works. All arrangement for implementation of Environment Management Plan as identified in the Initial Environmental Examination (I Refer: IEE for Khowai, Ranirbazar and Mohanpur) Payment of the budget amount will be paid after completion of the project subject to satisfactory compliance EMPs. Please qoute 17,96,581 ( INR Seventeen Lakh Ninety Six Thousand Five Hundred Eighty One Only) in the rate column

Quantity1

Rate-

Amount -

Schedule No. 5: Operation Service

Quantity-

Rate-

Amount -

Schedule No. 5.1: Contractor's Annual Fixed Fee

Quantity-

Rate-

Amount -

Year-1

Quantity1

Rate-

Amount -

Year-2

Quantity1

Rate-

Amount -

Year-3

Quantity1

Rate-

Amount -

Year-4

Quantity1

Rate-

Amount -

Year-5

Quantity1

Rate-

Amount -

Schedule No. 5.2: Contractor's Annual Variable Fee Unit Rate (Rupees per cubic meter of production in any year

Quantity-

Rate-

Amount -

Year-1

Quantity1

Rate-

Amount -

Year-2

Quantity1

Rate-

Amount -

Year-3

Quantity1

Rate-

Amount -

Year-4

Quantity1

Rate-

Amount -

Year-5

Quantity1

Rate-

Amount -

Schedule No. 5.3: CContractor's Guaranteed Electricity Consumption Fee Annual electricity charges = AXBXC (on basis of following steps) A= Guaranteed Maximum Energy Consumption Rate for the facility in kWh per unit of production (kWh/m3) B= Annual production as used in Price Schedule 5.2 C= Nominal Average Tariff in local currency per kWh (Adopt Rs 8/KWHr) while bidding

Quantity-

Rate-

Amount -

Annual Contractor’s Electricity Payment in local currency for Year-1

Quantity1

Rate-

Amount -

Annual Contractor’s Electricity Payment in local currency for Year-2

Quantity1

Rate-

Amount -

Annual Contractor’s Electricity Payment in local currency for Year-3

Quantity1

Rate-

Amount -

Annual Contractor’s Electricity Payment in local currency for Year-4

Quantity1

Rate-

Amount -

Annual Contractor’s Electricity Payment in local currency for Year-5

Quantity1

Rate-

Amount -

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