Tripura Urban Planning And Development Authority Tender
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Tripura Urban Planning And Development Authority Tender
Civil And Construction
Civil Works
Water Storage And Supply
Eprocure
Opening Date17 Jun 2023
Closing Date2 Aug 2023
Tender Amount₹ 1,28,21,70,677
Costs
EMD
₹ 1,28,22,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_TUDAW_39410_1Bid Award Id
ViewTender No
13_EE_TUDA_2023_24Tender Authority
Tripura Urban Planning And Development Authority ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
Additional/verification Survey, investigation, work plan, Design, Drawings, Documentation work of DTWs and IRPs 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 Belonia town
5 Nos DTW of capacity 10000 GPH each
5 Nos IRP of 10000 GPH
1
-
-
Additional/verification survey, investigation, work plan, verification and confirmation of design and modification if any, good for construction 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 a) RCC Over Head Tank (OHT) - 1 No. 450 KL Capacity & 18 M Staging Height in Melaghar town
1
-
-
b) RCC Over Head Tank (OHT) - 1 No. 200 KL,1 Nos. 250 KL, 1 No. 300 KL Capacity & 18 M Staging Height in Bishramganj town
1
-
-
c) RCC Over Head Tank (OHT) - 1 No. 300 KL, 1 No. 700 KL Capacity & 18 M Staging Height in Udaipur town
1
-
-
d) RCC Over Head Tank (OHT) - 1 No. 400 KL,1 No. 300 KL Capacity & 18 M Staging Height in Belonia town
1
-
-
Additional/verification survey, investigation, work plan, verification and confirmation of design and modification if any, good for construction 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 Installment) Price Schedule No.3 Design Services and as per Section 6 Scope of Work for a) Melaghar Town
1
-
-
b) Bishramganj Town
1
-
-
c) Udaipur Town
1
-
-
d) Belonia Town
1
-
-
Additional/verification survey, investigation, work plan, verifying and confirming design with modifications if any, good for construction drawings, documentation work for 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 a) Melaghar Town
1
-
-
b) Bishramganj Town
1
-
-
c) Udaipur Town
1
-
-
d) Amarpur Town
1
-
-
e) Belonia Town
1
-
-
Price Schedule No. 4- Installation and Other Services during the Design–Build Period Additional/verification Supply, Installation and Construction of RCC Intake well, Pump house, Approach Bridge, Approach Road to WTP, Raw Water Pumps and Motors, Piping works, EOT chain pully crane including all Electromechanical components, Electrical Sub-station, Security room and all allied work as per Appendix to the PCC Part B, Appendix1 A (Payment Installment) Price Schedule No.4Installation and Other Services during Design Build period and as per Section 6 Scope of Work for a) Udaipur town of capacity 12 MLD as per specification and approved drawings and direction of Engineer in charge.
1
-
-
Additional/verification Supply, Installation and Construction of all units of WTP, including Electro-Mechanical and Instrumentation components, SCADA system, Electrical Sub-station,Security room, Chemical House, Water Testing Laboratory, and all allied Civil and Electro-mechanical & Instrumentation work 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 Work for a) Udaipur town of 7.6 MLD capacity as per the Approved drawings, Specification and as per direction of Engineer in charge.
1
-
-
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 a) Bishramganj town
2 Nos DTW of capacity 20000 GPH each, 2 Nos DTW Nos DTW of capacity 7500 GPH each, 1 Nos DTW of capacity 10000 GPH & 1 Nos DTW of capacity 5000 GPH
2 Nos IRP of capacity of 7500 GPH and 1 No IRP of Capacity 5000 GPH
1
-
-
b) Belonia town
5 Nos DTW of capacity 10000 GPH each
5 Nos IRP of 10000 GPH
1
-
-
Additional/verification Supply, Installation and Construction of RCC OHRs including all Allied Civil, DI /CI Piping works installation of Bulk Water Metersetc. 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 a) RCC Over Head Tank (OHT) - 1 No. 450 KL Capacity & 18 M Staging Height in Melaghar town
1
-
-
b) RCC Over Head Tank (OHT) - 1 No. 200 KL,1 Nos. 250 KL, 1 No. 300 KL Capacity & 18 M Staging Height in Bishramganj town
1
-
-
c) RCC Over Head Tank (OHT) - 1 No. 300 KL, 1 No. 700 KL Capacity & 18 M Staging Height in Udaipur town
1
-
-
d) RCC Over Head Tank (OHT) - 1 No. 400 KL,1 No. 300 KL Capacity & 18 M Staging Height in Belonia town
1
-
-
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 Installment) Price Schedule No.4 Installation and Other Services during Design Build period and as per Section 6 Scope of Work for Raw Water Transmission Main in Udaipur Town as per the approved drawings, specifications and as per direction of Engineer- in- charge. 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. ( I ) By Manual Means (A)Bituminous Road
27
-
-
(B) Granular Road
105
-
-
( II ) By Mechanical Means (A) Bituminous Courses
27
-
-
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
4
-
-
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.
20
-
-
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.
2
-
-
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. (I) By Manual Means A) Lime Concrete
8
-
-
B) Cement Concrete
25
-
-
C) Reinforced Cement Concrete
1
-
-
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.
By Mechanical Means
6
-
-
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.
For G.I. / C.I. / D.I. pipes in new work.
In all kinds of soil.
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
a) For pipes exceeding 300 mm dia but not
exceeding 600 mm dia
502
-
-
In Ordinary Rock not requiring blasting. A) For pipes exceeding 300 mm dia but not exceeding 600 mm dia
334.8
-
-
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
33
-
-
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. All kinds of soil
75.84
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
52.74
-
-
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 .
A) by manual means
25.11
-
-
B) by mechanical means
58.59
-
-
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.
240
-
-
Raw 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)
a) 400 mm dia Ductile Iron Class K-9 pipes
837
-
-
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.Above 300 mm dia
2.12
-
-
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.
i.Above 300 mm dia
0.22
-
-
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.
a) 400 mm dia
153
-
-
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.
a) 400 mm dia
837
-
-
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge
a) 400 mm dia
46
-
-
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.
5
-
-
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 ).
a) 400 mm dia
1
-
-
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.
a) 400 mm dia PN 1.6
1
-
-
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
A) 400 mm nominal bore
3
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 6 mm thick. 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.
a) For Air Valve ,Sluice Valve & NR Valve
5
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement--All work up to plinth level:
a) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
12
-
-
Centering shuttering including strutting, propping etc. and removal of form work for:
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
62
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
A) Thermo-Mechanically Treated bars of grade Fe-500D or more
608
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
-All work up to plinth level:
a) 1:3:6 ( 1 Cement: 3 fine sands : 6 graded well burnt brick aggregate 20 mm nominal size)
1
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:-
a) In cement mortar 1:4 ( 1 cement : fine sands )
4
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement punning
a) In cement mortar 1:4 ( 1 cement : fine sands )
43
-
-
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.
268
-
-
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)
419
-
-
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)
419
-
-
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)
419
-
-
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.
83.7
-
-
Raw Water Transmission Main in Kailasahar Town as per the approved drawings, specifications and as per direction of Engineer- in- charge.
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. ( I ) By Manual Means
(A)Bituminous Road
47
-
-
(B)Granular Road
188
-
-
( II ) By Mechanical Means
(A) Bituminous Courses
47
-
-
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
7
-
-
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.
36
-
-
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.
3
-
-
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. (I) By Manual Means A) Lime Concrete
13
-
-
B) Cement Concrete
45
-
-
C) Reinforced Cement Concrete
2
-
-
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.
By Mechanical Means
10
-
-
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.
i) For G.I. / C.I. / D.I. pipes in new work
In all kinds of soil
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
900
-
-
In Ordinary Rock not requiring blasting
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
600
-
-
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 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
60
-
-
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 to 1.5 m. All kinds of soil
136.5
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
94.5
-
-
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 .
by manual means
45
-
-
by mechanical means
105
-
-
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.
429
-
-
Raw 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)
a) 200 mm dia Ductile Iron Class K-9 pipes
1500
-
-
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
1.92
-
-
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.
A).Upto 300 mm dia
0.21
-
-
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.
a) 200 mm dia
274
-
-
Disinfecting C.I. / D.I. water mains by flushing with water containing bleaching powder at 0.5 grams 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.
a) 200 mm dia
1500
-
-
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge
a) 200 mm dia
82
-
-
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.
4
-
-
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 ).
a) 150 mm dia
1
-
-
b) 200 mm dia
3
-
-
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.
a) 150 mm dia PN 1.6
1
-
-
b) 200 mm dia PN 1.6
3
-
-
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
A) 150 mm nominal bore
7
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 6 mm thick. M.S. Surface Square 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.
a) For Air Valve,Sluice Valve & NR Valve
15
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement--All work up to plinth level:
a) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
22
-
-
Centering shuttering including struttings, propping etc. and removal of form work for:
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
112
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
1089
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
-All work up to plinth level:
a) 1:3:6 ( 1 Cement: 3 fine sands : 6 graded well burnt brick aggregate 20 mm nominal size)
2
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:-
Cement mortar 1:4 (1 cement : 4 fine sands)
8
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinningCement mortar 1:4 (1 cement : 4 fine sands)
76
-
-
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.
479
-
-
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)
750
-
-
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)
750
-
-
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)
750
-
-
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.
225
-
-
Raw Water Transmission Main in Kumarghat Town as per the approved drawings, specifications and as per direction of Engineer- in- charge.
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.
( I ) By Manual Means
(A)Bituminous Road
173
-
-
(B)Granular Road
689
-
-
( II ) By Mechanical Means
(A)Bituminous Courses
173
-
-
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
24
-
-
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.
130
-
-
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.
9
-
-
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.
(I) By Manual Means
A) Lime Concrete
47
-
-
B)Cement Concrete
164
-
-
C)Reinforced Cement Concrete
5
-
-
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.
By Mechanical Means
36
-
-
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.
For G.I. / C.I. / D.I. pipes in new work
In all kinds of soil
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
3304.2
-
-
In Ordinary Rock not requiring blasting
a)For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2202.8
-
-
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 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
217
-
-
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 to 1.5 m. All kinds of soil
498.85
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
346.95
-
-
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 .
A)by manual means
165.21
-
-
b)by mechanical means
385.49
-
-
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.
1573
-
-
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)
a) 100 mm dia Ductile Iron Class K-9 pipes
1600
-
-
150 mm dia Ductile Iron Class K-9 pipes
1171
-
-
200 mm dia Ductile Iron Class K-9 pipes
2700
-
-
250 mm dia Ductile Iron Class K-9 pipes
36
-
-
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.Up to 300 mm dia
5880
-
-
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.
i.Up to 300 mm dia
0.63
-
-
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.
100 mm dia
292
-
-
150 mm dia
214
-
-
200 mm dia
492
-
-
250 mm dia
8
-
-
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.
100 mm dia
1600
-
-
150 mm dia
1171
-
-
200 mm dia
2700
-
-
250 mm dia
36
-
-
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge
100 mm dia
88
-
-
150 mm dia
64
-
-
200 mm dia
148
-
-
250 mm dia
2
-
-
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.
13
-
-
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 ).
50 mm dia
8
-
-
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.
150 mm dia PN 1.6
1
-
-
200 mm dia PN 1.6
2
-
-
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
150 mm nominal bore
2
-
-
200 mm nominal bore
3
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 6 mm thick. M.S. Surface Square 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.
For Air Valve,Sluice Valve & NR Valve
16
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement--All work up to plinth level: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
79
-
-
Centering shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
408
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
3997
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
-All work up to plinth level:
1:3:6 ( 1 Cement: 3 fine sands : 6 graded well burnt brick aggregate 20 mm nominal size)
5
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fin sands ).
27
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning
a) Cement mortar 1:4 (1 cement : 4 fine sands)
277
-
-
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.
1758
-
-
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)
2754
-
-
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)
2754
-
-
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)
2754
-
-
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.
826.05
-
-
Clear Water Transmission Main in Dharmanagar Town as per the approved drawings, specifications and as per direction of Engineer- in- charge.
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.
( I ) By Manual Means
(A) Bituminous Road
313
-
-
(B)Granular Road
1251
-
-
( II ) By Mechanical Means (A) Bituminous Courses
313
-
-
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
43
-
-
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.
236
-
-
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.
16
-
-
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.
(I) By Manual Means
A) Lime Concrete
85
-
-
B)Cement Concrete
297
-
-
C)Reinforced Cement Concrete
8
-
-
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.
By Mechanical Means
65
-
-
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.
For G.I. / C.I. / D.I. pipes in new work.
In all kinds of soil
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2804.1
-
-
b) For pipes exceeding 300 mm dia but not
exceeding 600 mm dia
3193.11
-
-
In Ordinary Rock not requiring blasting A) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
1869.4
-
-
b)For pipes exceeding 300 mm dia but not exceeding 600 mm dia
2128.74
-
-
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 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
394
-
-
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. All kinds of soil
905.51
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
629.71
-
-
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 .
A) by manual means
299.87
-
-
B) by mechanical means
699.68
-
-
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.
2855
-
-
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)
A) 250 mm dia Ductile Iron Class K-9 pipes
3057.1
-
-
B) 300 mm dia Ductile Iron Class K-9 pipes
1616.4
-
-
C) 400 mm dia Ductile Iron Class K-9 pipes
4821.85
-
-
D) 450 mm dia Ductile Iron Class K-9 pipes
500
-
-
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
1020
-
-
ii.Above 300 mm dia
1410
-
-
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.
a) 250 mm dia
557
-
-
b) 300 mm dia
295
-
-
c) 400 mm dia
878
-
-
d) 450 mm dia
92
-
-
Disinfecting C.I. / D.I. water mains by flushing with water containing bleaching powder at 0.5 grams 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.
a) 250 mm dia
3057.1
-
-
b) 300 mm dia
1616.4
-
-
c) 400 mm dia
4821.85
-
-
d) 450 mm dia
500
-
-
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge
a) 250 mm dia
168
-
-
b) 300 mm dia
89
-
-
c) 400 mm dia
265
-
-
d) 450 mm dia
27
-
-
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.
23
-
-
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 ).
a) 250 mm dia
2
-
-
b) 300 mm dia
1
-
-
c) 400 mm dia
4
-
-
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.
a) 250 mm dia PN 1.6
1
-
-
b) 300 mm dia PN 1.6
1
-
-
c) 400 mm dia PN 1.6
1
-
-
d) 450 mm dia PN 1.6
1
-
-
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
A) 450 mm nominal bore
1
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 6 mm thick. M.S. Surface Square 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. For Air Valve,Sluice Valve & NR Valver
12
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement--All work up to plinth level:
a) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
144
-
-
Centering shuttering including strutting, propping etc. and removal of form work for:
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
741
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
A) Thermo-Mechanically Treated bars of grade Fe-500D or more
7255
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work up to plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
9
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:-
a) In cement mortar 1:4 ( 1 cement: 4 fine sands ).
48
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning
Cement mortar 1:4 (1 cement : 4 fine sands)
503
-
-
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.
3190
-
-
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)
4998
-
-
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)
4998
-
-
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)
4998
-
-
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.
1499.31
-
-
Clear Water Transmission Main in Kailashahar Town as per the approved drawings, specifications and as per direction of Engineer- in- charge.
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.
( I ) By Manual Means
(A)Bituminous Road
135
-
-
(B)Granular Road
538
-
-
( II ) By Mechanical Means
(A)Bituminous Courses
135
-
-
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
19
-
-
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.
102
-
-
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.
7
-
-
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.(I) By Manual Means
A) Lime Concrete
37
-
-
B)Cement Concrete
128
-
-
C)Reinforced Cement Concrete
4
-
-
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.
By Mechanical Means
28
-
-
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.For G.I. / C.I. / D.I. pipes in new work.In all kinds of soil. a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2580
-
-
In Ordinary Rock not requiring blasting
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
1720
-
-
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
170
-
-
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. All kinds of soil
389.9
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
270.9
-
-
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 .
A) by manual means
129
-
-
B) by mechanical means
301
-
-
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.
1288
-
-
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)
a) 150 mm dia Ductile Iron Class K-9 pipes
4300
-
-
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.Up to 300 mm dia
0.48
-
-
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.
i.Up to 300 mm dia
0.48
-
-
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.
a) 150 mm dia
783
-
-
Disinfecting C.I. / D.I. water mains by flushing with water containing bleaching powder at 0.5 grams 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.
a) 150 mm dia
4300
-
-
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge
a) 150 mm dia
236
-
-
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.
11
-
-
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 ).
a) 150 mm dia
1
-
-
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. 250 mm dia PN 1.6
1
-
-
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
A) 150 mm nominal bore
2
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 6 mm thick. M.S. Surface Square 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.
a) For Air Valve,Sluice Valve & NR Valve
4
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement--All work up to plinth level:
a) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
62
-
-
Centering shuttering including struttings, propping etc. and removal of form work for:
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
319
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
3121
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work up to plinth level: a) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
4
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:-
a) In cement mortar 1:4 ( 1 cement 4 fine sands )
21
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning
Cement mortar 1:4 (1 cement : 4 fine sand
217
-
-
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.
1372
-
-
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)
2150
-
-
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)
2150
-
-
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)
2150
-
-
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.
645
-
-
Additional/ verification supply, and construction for remodeled length of existing distribution network and new distrabution network including Metered household connections and allied works etc. as per Appendix to the PCC part B, Appendix 1. Melaghar Town as per the Approved drawings, Specification and as per direction of Engineer In Charge. 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.
( I ) By Manual Means
(A)Bituminous Road
436
-
-
(B)Granular Road
1742
-
-
( II ) By Mechanical Means
(A)Bituminous Courses
436
-
-
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
60
-
-
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.
329
-
-
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.
22
-
-
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.
(I) By Manual Means
A) Lime Concrete
119
-
-
B)Cement Concrete
414
-
-
C)Reinforced Cement Concrete
11
-
-
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.
a) By Mechanical Means
90
-
-
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.
For pipes in new work
In all kinds of soil
a) For pipes not exceeding 90 mm
4986.12
-
-
b) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
3081.33
-
-
In Ordinary Rock not requiring blasting
a) For pipes not exceeding 90 mm
3324.08
-
-
b) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2054.22
-
-
For G.I. / C.I. / D.I. pipes in new work.
In all kinds of soil.
A) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
286.2
-
-
In Ordinary Rock not requiring blasting
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
190.8
-
-
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
165
-
-
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. All kinds of soil
992.64
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
877.14
-
-
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.
In Soft Soil
a) HDPE Ducts upto 100mm
831.02
-
-
b) HDPE Ducts above 100mm & upto 150mm
65.26
-
-
c) HDPE Ducts above 150mm & upto 200mm
74
-
-
d) HDPE Ducts above 200mm & upto 300mm
375
-
-
Suply & Fixing of HDPE Pipes (PE - 100, PN - 10) for Trenchless portion only
a) 110mm of 10Kgf/cm2
831.02
-
-
b) 160 mm of 10Kgf/cm2
65.26
-
-
c) 250 mm of 10Kgf/cm2
74
-
-
d) 315 mm of 10Kgf/cm2
375
-
-
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 .
A) by manual means
19.08
-
-
b) by mechanical means
33.39
-
-
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.
186
-
-
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
a) 90 mm Dia 6 Kg/Sq.cm pipes
8310.2
-
-
b) 110 mm Dia 6 Kg/Sq.cm pipes
357.14
-
-
c) 125 mm Dia 6 Kg/Sq.cm pipes
48.84
-
-
d) 140 mm Dia 6 Kg/Sq.cm pipes
246.61
-
-
e) 160 mm Dia 6 Kg/Sq.cm pipes
158.62
-
-
f) 180 mm Dia 6 Kg/Sq.cm pipes
125.92
-
-
g) 200 mm Dia 6 Kg/Sq.cm pipes
451.17
-
-
h) 225 mm Dia 6 Kg/Sq.cm pipes
2091.43
-
-
i) 250 mm Dia 6 Kg/Sq.cm pipes
1655.81
-
-
HDPE Specials
Providing , Laying, jointing and testing of HDPE pipe end, Reducer, bends, confirming to IS specifications
a) HDPE Specials @10 % of Pipe Cost
1
-
-
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)
a) 250 mm dia Ductile Iron Class K-7 pipes
477
-
-
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
0.8
-
-
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.
i.Upto 300 mm dia
0.09
-
-
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.
a) 250 mm dia
88
-
-
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.
a) 250 mm dia
477
-
-
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge
a) 250 mm dia
26
-
-
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.
29
-
-
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.
a) 150 mm dia PN 1.6
11
-
-
b) 200 mm dia PN 1.6
2
-
-
c) 250 mm dia PN 1.6
6
-
-
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 transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipeline, including excavation at site, dewatering, and reinstating the same after completion of installation as per specifications including all taxes.
a) 15 mm size connection
4479
-
-
b) 20 mm size connection
92
-
-
c) 25 mm size connection
46
-
-
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.
A) 15 mm nominal bore
4479
-
-
b) 20 mm nominal bore
92
-
-
c) 20 mm nominal bore
46
-
-
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
A) 90 mm dia with 15 mm dia opening
2884
-
-
b) 90 mm dia with 20 mm dia opening
60
-
-
c) 90 mm dia with 25 mm dia opening
30
-
-
d) 110 mm dia with 15 mm dia opening
851
-
-
e)110 mm dia with 20 mm dia opening
17
-
-
f) 110 mm dia with 25 mm dia opening
8
-
-
g)140 mm dia with 15 mm dia opening
448
-
-
h) 140 mm dia with 20 mm dia opening
9
-
-
i) 140 mm dia with 25 mm dia opening
5
-
-
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
a) PN-16 Pipe,16mm OD (SDR 7.4)
8958
-
-
b) PN-16 Pipe,20mm OD (SDR 7.4)
184
-
-
c) PN-16 Pipe,25mm OD (SDR 7.4)
92
-
-
d) PN-16 Pipe,40mm OD (SDR 7.4)
923.4
-
-
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 :
a) With Second Class bricks
4617
-
-
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
a) 200 mm Dia
10
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 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.
a) For Sluice Valve & Bulk Flow Meter
29
-
-
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:
a) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
60
-
-
Centering shuttering including struttings, propping etc. and removal of form work for:
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
309.3
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
A) Thermo-Mechanically Treated bars of grade Fe-500D or more
3031.5
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work up to plinth level:
a) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
3.9
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:-
a) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
20.1
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning Cement mortar 1:4 (1 cement : 4 fine sand
210.3
-
-
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.
1332.9
-
-
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)
6961
-
-
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)
6961
-
-
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)
6961
-
-
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.
4872.96
-
-
Bishramganj Town as per the Approved drawings, Specifications and as per the direction of Engineer in charge.
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.
( I ) By Manual Means
(A)Bituminous Road
1226
-
-
(B)Granular Road
4901
-
-
( II ) By Mechanical Means
(A)Bituminous Courses
1226
-
-
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
167
-
-
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.
925
-
-
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.
62
-
-
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.
(I) By Manual Means
A) Lime Concrete
333
-
-
B) Cement Concrete
1164
-
-
C)Reinforced Cement Concrete
31
-
-
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.
By Mechanical Means
253
-
-
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.
For pipes in new work.
In all kinds of soil.
a) For pipes not exceeding 90 mm dia
16074
-
-
b) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
7237.8
-
-
In Ordinary Rock not requiring blasting
a) For pipes not exceeding 90 mm dia
10716
-
-
b) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
4825.2
-
-
For G.I/C.I./D.I. pipes in new work.
In all kinds of soil.
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
191.4
-
-
In Ordinary Rock not requiring blasting
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
127.6
-
-
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
463
-
-
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. All kinds of soil
2791.94
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
2467.84
-
-
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.
In Soft Soil
a) HDPE Ducts upto 100mm
2679
-
-
b) HDPE Ducts above 100mm & upto 150mm
310.5
-
-
c) HDPE Ducts above 150mm & upto 200mm
468
-
-
d) HDPE Ducts above 200mm & upto 300mm
428
-
-
Suply & Fixing of HDPE Pipes (PE - 100, PN - 10) for Trenchless portion only
a) 110mm of 10Kgf/cm2
2679
-
-
160 mm of 10Kgf/cm2
310.5
-
-
250 mm of 10Kgf/cm2
468
-
-
315 mm of 10Kgf/cm2
428
-
-
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 .
A) by manual means
12.76
-
-
b) by mechanical means
22.33
-
-
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.
11186
-
-
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
a) 90 mm Dia 6 Kg/Sq.cm pipes
26790
-
-
b) 110 mm Dia 6 Kg/Sq.cm pipes
976
-
-
c) 125 mm Dia 6 Kg/Sq.cm pipes
845
-
-
d) 140 mm Dia 6 Kg/Sq.cm pipes
1284
-
-
e) 160 mm Dia 6 Kg/Sq.cm pipes
2149
-
-
f) 180 mm Dia 6 Kg/Sq.cm pipes
1600
-
-
g) 200 mm Dia 6 Kg/Sq.cm pipes
934
-
-
h) 225 mm Dia 6 Kg/Sq.cm pipes
1885
-
-
i) 250 mm Dia 6 Kg/Sq.cm pipes
2390
-
-
HDPE Specials
Providing , Laying, jointing and testing of HDPE pipe end, Reducer, bends, confirming to IS specifications
a) HDPE Specials
1
-
-
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)
a) 250 mm dia Ductile Iron Class K-7 pipes
211
-
-
b) 300 mm dia Ductile Iron Class K-7 pipes
108
-
-
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
0.58
-
-
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.
i.Upto 300 mm dia
0.07
-
-
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.
a) 250 mm dia
39
-
-
b) 300 mm dia
21
-
-
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.
a) 250 mm dia
211
-
-
b) 300 mm dia
108
-
-
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.
a) 250 mm dia
211
-
-
b) 300 mm dia
108
-
-
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge
a) 250 mm dia
12
-
-
b) 300 mm dia
6
-
-
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.
79
-
-
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.
a) 150 mm dia PN 1.6
9
-
-
b) 200 mm dia PN 1.6
2
-
-
c) 250 mm dia PN 1.6
6
-
-
300 mm dia PN 1.6
1
-
-
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 transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipeline, including excavation at site, dewatering, and reinstating the same after completion of installation as per specifications including all taxes.
a) 15 mm size connection
2908
-
-
b) 20 mm size connection
60
-
-
c) 25 mm size connection
30
-
-
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.
A) 15 mm nominal bore
2908
-
-
b) 20 mm nominal bore
60
-
-
c) 20 mm nominal bore
30
-
-
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
A) 90 mm dia with 15 mm dia opening
1872
-
-
b) 90 mm dia with 20 mm dia opening
39
-
-
c) 90 mm dia with 25 mm dia opening
20
-
-
d) 110 mm dia with 15 mm dia opening
553
-
-
e) 110 mm dia with 20 mm dia opening
11
-
-
f) 110 mm dia with 25 mm dia opening
5
-
-
g) 140 mm dia with 15 mm dia opening
291
-
-
h) 140 mm dia with 20 mm dia opening
6
-
-
i) 140 mm dia with 25 mm dia opening
3
-
-
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
a) PN-16 Pipe,16mm OD (SDR 7.4)
5816
-
-
b) PN-16 Pipe,20mm OD (SDR 7.4)
120
-
-
c) PN-16 Pipe,25mm OD (SDR 7.4)
60
-
-
d) PN-16 Pipe,40mm OD (SDR 7.4)
599.6
-
-
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 :
a) With Second Class bricks
2998
-
-
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
a) 200 mm Dia
12
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 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.
a) For Sluice Valve & Bulk Flow Meter
30
-
-
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:
a) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
168.3
-
-
Centering shuttering including struttings, propping etc. and removal of form work for:
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
870.3
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
8529.3
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work up to plinth level:
a) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
10.2
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
55.8
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning
Cement mortar 1:4 (1 cement : 4 fine sand
591
-
-
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.
3749.7
-
-
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)
19586
-
-
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)
19586
-
-
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)
19586
-
-
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.
13710.2
-
-
Udaipur Town as per the Approved drawings, Specifications and as per the direction of Engineer in charge.
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.
( I ) By Manual Means
(A)Bituminous Road
726
-
-
(B)Granular Road
2904
-
-
( II ) By Mechanical Means
(A)Bituminous Courses
726
-
-
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
99
-
-
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.
548
-
-
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.
37
-
-
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.(I) By Manual Means
A) Lime Concrete
198
-
-
B)Cement Concrete
690
-
-
C)Reinforced Cement Concrete
19
-
-
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.
By Mechanical Means
150
-
-
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.For pipes in new work.In all kinds of soil.
A) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
12863
-
-
In Ordinary Rock not requiring blasting
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
8575.49
-
-
For G.I. / C.I. / D.I. pipes in new work.In all kinds of soil
A) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
781.8
-
-
B) For pipes exceeding 300 mm dia but not
exceeding 600 mm dia
282.02
-
-
In Ordinary Rock not requiring blasting
A) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
521.2
-
-
b) For pipes exceeding 300 mm dia but not exceeding 600 mm dia
188.01
-
-
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
274
-
-
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. All kinds of soil
1654.15
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
1462.35
-
-
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.
In Soft Soil.
A) HDPE Ducts above 100mm & upto 150mm
723.24
-
-
B) HDPE Ducts above 150mm & upto 200mm
947
-
-
C) HDPE Ducts above 200mm & upto 300mm
474
-
-
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.
A) 160 mm of 10Kgf/cm2
723.24
-
-
B) 250 mm of 10Kgf/cm2
947
-
-
C) 315 mm of 10Kgf/cm2
474
-
-
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 .
A) by manual means
70.93
-
-
B) by mechanical means
124.12
-
-
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.
6629
-
-
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
A) 125 mm Dia 6 Kg/Sq.cm pipes
2950.32
-
-
B) 140 mm Dia 6 Kg/Sq.cm pipes
4282
-
-
C) 160 mm Dia 6 Kg/Sq.cm pipes
741
-
-
D) 180 mm Dia 6 Kg/Sq.cm pipes
8726
-
-
E) 225 mm Dia 6 Kg/Sq.cm pipes
3133.41
-
-
F) 250 mm Dia 6 Kg/Sq.cm pipes
1606
-
-
HDPE Specials
Providing , Laying, jointing and testing of HDPE pipe end, Reducer, bends, confirming to IS specifications
A) HDPE Specials
1
-
-
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)
A) 300 mm dia Ductile Iron Class K-7 pipes
1303
-
-
B)350 mm dia Ductile Iron Class K-7 pipes
268.03
-
-
C) 400 mm dia Ductile Iron Class K-7 pipes
202
-
-
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
2.74
-
-
ii.Above 300 mm dia
0.89
-
-
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
0.29
-
-
ii.Above 300 mm dia
0.09
-
-
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.
a) 300 mm dia
238
-
-
b) 350 mm dia
50
-
-
c) 400 mm dia
38
-
-
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.
a) 300 mm dia
1303
-
-
b) 350 mm dia
268.03
-
-
c) 400 mm dia
202
-
-
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.
a) 300 mm dia
1303
-
-
b)350 mm dia
268.03
-
-
c) 400 mm dia
202
-
-
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge
a) 300 mm dia
71
-
-
b) 350 mm dia
15
-
-
c) 400 mm dia
11
-
-
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.
47
-
-
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.
a) 150 mm dia PN 1.6
16
-
-
b) 200 mm dia PN 1.6
3
-
-
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 transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipeline, including excavation at site, dewatering, and reinstating the same after completion of installation as per specifications including all taxes.
a) 15 mm size connection
11140
-
-
b) 20 mm size connection
230
-
-
c) 25 mm size connection
115
-
-
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.
A) 15 mm nominal bore
11140
-
-
b) 20 mm nominal bore
230
-
-
c) 20 mm nominal bore
115
-
-
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
A) 90 mm dia with 15 mm dia opening
7173
-
-
b) 90 mm dia with 20 mm dia opening
150
-
-
c) 90 mm dia with 25 mm dia opening
75
-
-
d) 110 mm dia with 15 mm dia opening
2117
-
-
e)110 mm dia with 20 mm dia opening
41
-
-
f)110 mm dia with 25 mm dia opening
21
-
-
g) 140 mm dia with 15 mm dia opening
1114
-
-
h)140 mm dia with 20 mm dia opening
23
-
-
i) 140 mm dia with 25 mm dia opening
12
-
-
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
a) PN-16 Pipe,16mm OD (SDR 7.4)
22280
-
-
b) PN-16 Pipe,20mm OD (SDR 7.4)
460
-
-
c) PN-16 Pipe,25mm OD (SDR 7.4)
230
-
-
d) PN-16 Pipe,40mm OD (SDR 7.4)
2297
-
-
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 :
a) With Second Class bricks
11485
-
-
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
a) 150 mm Dia
1
-
-
b) 300 mm Dia
2
-
-
c) 350 mm Dia
1
-
-
d) 400 mm Dia
1
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 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.
a) For Sluice Valve & Bulk Flow Meter
24
-
-
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:
a) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
99.9
-
-
Centering shuttering including struttings, propping etc. and removal of form work for:
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
515.7
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
A) Thermo-Mechanically Treated bars of grade Fe-500D or more
5054.1
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work up to plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
6.3
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
33.3
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning
Cement mortar 1:4 (1 cement : 4 fine sand
350.4
-
-
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.
2222.1
-
-
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)
11606
-
-
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)
11606
-
-
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)
11606
-
-
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.
8124.12
-
-
Amarpur Town as per the Approved drawings, Specifications and as per the direction of Engineer in charge.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.
( I ) By Manual Means
(A)Bituminous Road
332
-
-
(B)Granular Road
1325
-
-
( II ) By Mechanical Means
(A)Bituminous Courses
332
-
-
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
45
-
-
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.
250
-
-
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.
17
-
-
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.(I) By Manual Means
A) Lime Concrete
90
-
-
B)Cement Concrete
315
-
-
C)Reinforced Cement Concrete
9
-
-
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.
By Mechanical Means
69
-
-
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.For pipes in new work.In all kinds of soil.
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
6250.8
-
-
b) For pipes exceeding 300 mm dia but not exceeding 600 mm dia
99.6
-
-
In Ordinary Rock not requiring blasting
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
4167.2
-
-
b) For pipes exceeding 300 mm dia but not exceeding 600 mm dia
66.4
-
-
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
125
-
-
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. All kinds of soil
754.3
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
666.8
-
-
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.In Soft Soil
a) HDPE Ducts above 100mm & upto 150mm
621.2
-
-
b) HDPE Ducts above 150mm & upto 200mm
378
-
-
c) HDPE Ducts above 200mm & upto 300mm
43
-
-
d) HDPE Ducts above 300mm & upto 350mm
17
-
-
Suply & Fixing of HDPE Pipes (PE - 100, PN - 10) for Trenchless portion only
a) 160 mm of 10Kgf/cm2
621.2
-
-
b)250 mm of 10Kgf/cm2
378
-
-
c)315 mm of 10Kgf/cm2
43
-
-
d)355 mm of 10Kgf/cm2
17
-
-
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.
3023
-
-
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
a) 110 mm Dia 6 Kg/Sq.cm pipes
6212
-
-
b) 160 mm Dia 6 Kg/Sq.cm pipes
3776
-
-
c) 225 mm Dia 6 Kg/Sq.cm pipes
337
-
-
d) 250 mm Dia 6 Kg/Sq.cm pipes
93
-
-
e) 315 mm Dia 6 Kg/Sq.cm pipes
166
-
-
HDPE Specials
Providing , Laying, jointing and testing of HDPE pipe end, Reducer, bends, confirming to IS specifications
a) HDPE Specials
1
-
-
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.
22
-
-
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.
a) 150 mm dia PN 1.6
5
-
-
b) 200 mm dia PN 1.6
5
-
-
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 transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipeline, including excavation at site, dewatering, and reinstating the same after completion of installation as per specifications including all taxes.
a) 15 mm size connection
3483
-
-
b) 20 mm size connection
72
-
-
c) 25 mm size connection
36
-
-
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.
A) 15 mm nominal bore
3483
-
-
20 mm nominal bore
72
-
-
b) 20 mm nominal bore
36
-
-
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
A) 90 mm dia with 15 mm dia opening
2244
-
-
b) 90 mm dia with 20 mm dia opening
47
-
-
c) 90 mm dia with 25 mm dia opening
23
-
-
d)110 mm dia with 15 mm dia opening
662
-
-
e)110 mm dia with 20 mm dia opening
13
-
-
f)110 mm dia with 25 mm dia opening
6
-
-
g) 140 mm dia with 15 mm dia opening
348
-
-
h) 140 mm dia with 20 mm dia opening
7
-
-
i)140 mm dia with 25 mm dia opening
4
-
-
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
a) PN-16 Pipe,16mm OD (SDR 7.4)
6966
-
-
b) PN-16 Pipe,20mm OD (SDR 7.4)
144
-
-
c)PN-16 Pipe,25mm OD (SDR 7.4)
72
-
-
d) PN-16 Pipe,40mm OD (SDR 7.4)
718
-
-
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 :
a) With Second Class bricks
3591
-
-
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
a) 150 mm Dia
6
-
-
b) 200 mm Dia
4
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 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.
a) For Sluice Valve & Bulk Flow Meter
20
-
-
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:
a) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
45
-
-
Centering shuttering including struttings, propping etc. and removal of form work for:
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
235.2
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
2304.6
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work up to plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
3
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
15.3
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning
Cement mortar 1:4 (1 cement : 4 fine sand
159.9
-
-
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.
1013.1
-
-
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)
5292
-
-
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)
5292
-
-
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)
5292
-
-
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.
3704.4
-
-
Belonia Town as per the Approved drawings, Specifications and as per the direction of Engineer in charge.
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.
( I ) By Manual Means
(A)Bituminous Road
608
-
-
(B)Granular Road
2432
-
-
( II ) By Mechanical Means
(A)Bituminous Courses
608
-
-
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
83
-
-
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.
459
-
-
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.
31
-
-
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.(I) By Manual Means
A) Lime Concrete
165
-
-
B)Cement Concrete
578
-
-
C)Reinforced Cement Concrete
16
-
-
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.
By Mechanical Means
126
-
-
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.For pipes in new work.In all kinds of soil.
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
11592
-
-
b) For pipes exceeding 300 mm dia but not exceeding 600 mm dia
69
-
-
In Ordinary Rock not requiring blasting.For pipes not exceeding 90 mm dia
a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
7728
-
-
b) For pipes exceeding 300 mm dia but not exceeding 600 mm dia
46
-
-
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
230
-
-
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. All kinds of soil
1385.41
-
-
Filling in foundation trench as per drawing & MoRT&H technical specification clause 305.3.9
Sand Filling
1224.41
-
-
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.
In Soft Soil.
a) HDPE Ducts above 150mm & upto 200mm
1622
-
-
b) HDPE Ducts above 200mm & upto 300mm
310
-
-
c) HDPE Ducts above 300mm & upto 350mm
12
-
-
Suply & Fixing of HDPE Pipes (PE - 100, PN - 10) for Trenchless portion only
a) 250 mm of 10Kgf/cm2
1622
-
-
b) 315 mm of 10Kgf/cm2
310
-
-
c) 355 mm of 10Kgf/cm2
12
-
-
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.
5550
-
-
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
a) 180 mm Dia 6 Kg/Sq.cm pipes
16216
-
-
b) 225 mm Dia 6 Kg/Sq.cm pipes
1559
-
-
c) 250 mm Dia 6 Kg/Sq.cm pipes
1157
-
-
d) 280 mm Dia 6 Kg/Sq.cm pipes
388
-
-
e) 315 mm Dia 6 Kg/Sq.cm pipes
115
-
-
HDPE Specials
Providing , Laying, jointing and testing of HDPE pipe end, Reducer, bends, confirming to IS specifications
a) HDPE Specials
1
-
-
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.
40
-
-
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.
a) 100 mm dia PN 1.6
1
-
-
b) 150 mm dia PN 1.6
5
-
-
c) 200 mm dia PN 1.6
1
-
-
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 transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipeline, including excavation at site, dewatering, and reinstating the same after completion of installation as per specifications including all taxes.
a) 15 mm size connection
6491
-
-
b) 20 mm size connection
134
-
-
c) 25 mm size connection
67
-
-
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.
A) 15 mm nominal bore
6491
-
-
B) 20 mm nominal bore
134
-
-
c) 20 mm nominal bore
67
-
-
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
A) 90 mm dia with 15 mm dia opening
1985
-
-
90 mm dia with 20 mm dia opening
42
-
-
B) 90 mm dia with 25 mm dia opening
21
-
-
C) 110 mm dia with 15 mm dia opening
586
-
-
D)110 mm dia with 20 mm dia opening
12
-
-
E)110 mm dia with 25 mm dia opening
6
-
-
F)140 mm dia with 15 mm dia opening
308
-
-
G)140 mm dia with 20 mm dia opening
6
-
-
H)140 mm dia with 25 mm dia opening
3
-
-
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
A) PN-16 Pipe,16mm OD (SDR 7.4)
12982
-
-
B) PN-16 Pipe,20mm OD (SDR 7.4)
268
-
-
C) PN-16 Pipe,25mm OD (SDR 7.4)
134
-
-
D) PN-16 Pipe,40mm OD (SDR 7.4)
1338.4
-
-
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 :
A) With Second Class bricks
6692
-
-
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
A) 250 mm Dia
3
-
-
B) 300 mm Dia
2
-
-
Valve Chamber
Constructing one Concrete chamber suitable size for sluice valve/EMB with 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.
A) For Sluice Valve & Bulk Flow Meter
12
-
-
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:
A) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
83.7
-
-
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
432
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
4231.8
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work up to plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
5.1
-
-
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
27.9
-
-
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth, curing complete neat cement pinning
Cement mortar 1:4 (1 cement : 4 fine sand
293.4
-
-
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.
1860.6
-
-
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)
9718
-
-
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)
9718
-
-
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)
9718
-
-
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.
6802.25
-
-
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 Melaghar, Bishramganj, Udaipur, Amarpur and Belonia) Payment of the budget amount will be paid after completion of the project subject to satisfactory compliance EMPs. Please qoute 3,63,40,676 ( INR Three Crore Sixty Three Lakh Forty Thousand Six Hundred Seventy Six and zero paisa only Only) in the rate column.
1
-
-
All arrangement for implementation of Environment Management Plan as identified in the Initial Environmental Examination (I Refer: IEE for Melaghar, Bishramganj, Udaipur, Amarpur and Belonia) Payment of the budget amount will be paid after completion of the project subject to satisfactory compliance EMPs. Please quote 1,59,44,819 (INR One Crore Fifty Nine Lakh Forty Four Thousand Eight Hundred Nineteen and zero paisa only Only) in the rate column
1
-
-
Schedule No. 5: Operation Service.Schedule No. 5.1: Contractor's Annual Fixed Fee.
A) Year-1
1
-
-
B)Year-2
1
-
-
C)Year-3
1
-
-
D)Year-4
1
-
-
E) Year-5
1
-
-
Schedule No. 5.2: Contractor's Annual Variable Fee Unit Rate (Rupees per cubic meter of production in any year
A) Year-1
1
-
-
B) Year-2
1
-
-
C) Year-3
1
-
-
D) Year-4
1
-
-
E) Year-5
1
-
-
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 A) Annual Contractor’s Electricity Payment in local currency for Year-1
1
-
-
B) Annual Contractor’s Electricity Payment in local currency for Year-2
1
-
-
C) Annual Contractor’s Electricity Payment in local currency for Year-3
1
-
-
D) Annual Contractor’s Electricity Payment in local currency for Year-4
1
-
-
E) Annual Contractor’s Electricity Payment in local currency for Year-5
1
-
-
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