}

Construction Of Sedimentation Tank, Clear Water Reservoir, Hrf Cum Ssf, Raw Water Pump House, Providing Pipeline And Other Allied Works At Jogendra Roaja Para Of Natian Manu Vc Within The Jurisdiction Of Chawmanu Rd Block Under Dws Sub-Division, Chaw, Dhalai Tripura-Tripura

Public Works Department-PWD has published Construction Of Sedimentation Tank, Clear Water Reservoir, Hrf Cum Ssf, Raw Water Pump House, Providing Pipeline And Other Allied Works At Jogendra Roaja Para Of Natian Manu Vc Within The Jurisdiction Of Chawmanu Rd Block Under Dws Sub-Division, Chaw. Submission Date for this Tender is 23-08-2021. Reservoir Tenders in Dhalai Tripura Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

28691724
Construction Of Sedimentation Tank, Clear Water Reservoir, Hrf Cum Ssf, Raw Water Pump House, Providing Pipeline And Other Allied Works At Jogendra Roaja Para Of Natian Manu Vc Within The Jurisdiction Of Chawmanu Rd Block Under Dws Sub-Division, Chaw
Open Tender
Indian
Tripura
Dhalai Tripura
23-08-2021

Tender Details

Construction Of Sedimentation Tank, Clear Water Reservoir, Hrf Cum Ssf, Raw Water Pump House, Providing Pipeline And Other Allied Works At Jogendra Roaja Para Of Natian Manu Vc Within The Jurisdiction Of Chawmanu Rd Block Under Dws Sub-Division, Chaw Construction Of Sedimentation Tank, Clear Water Reservoir, Hrf Cum Ssf, Raw Water Pump House, Providing Pipeline And Other Allied Works At Jogendra Roaja Para Of Natian Manu Vc Within The Jurisdiction Of Chawmanu Rd Block Under Dws Sub-Division, Chaw

Key Value

Document Fees
INR 2500 /-
EMD
INR 69548.0 /-
Tender Value
INR 69.54 Lakhs /-

BOQ Items

Name of Work: JJM Scheme under Dhalai Tripura District during the year 2021-22/Construction of Innovative water Supply scheme at Jogendra Roaja Para based on Check Dam/ SH: Construction of Sedimentation Tank, Clear water reservoir, HRF cum SSF, Raw water pump house, providing pipeline and other allied works at Jogendra Roaja Para of Natian Manu VC within the jurisdiction of Chawmanu RD Block under DWS Sub-Division, Chawmanu.
Sl. No. Item Description
1I)-Sub Head:- HRF cum SSF(Capacity = 1500ltr/Hour)
2Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil
4Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil
5Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
6Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level:
71:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
8Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
95.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
10Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:
111:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
12Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
13In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc. 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
14Centering shuttering including struttings, propping etc. and removal of form work for:
15A) Foundations, footings, bases for columns etc. for mass concrete with timber plank
16B) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
176 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
18Neat cement punning.
19Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
20150 mm dia
21Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
22ii). 150 mm dia
23Charges for cutting D.I. pipe with steel saw by manual meansas perCPWD specification and direction of the Engineer - in - charge.
24150 mm dia
25Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.
26150 mm dia. PN - 1.6
27100 mm dia. PN - 1.6
28Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge.
29D.I. Flanged Socketted tail piece 150 mm dia
30100mm dia
31D.I. Flanged Spigotted tail piece 150 mm dia
32100 mm dia.
33D.I. all socketted Bend 90 degree 150 mm dia
34100 mm dia
35Providingand placing rapid gravity filter sand having effective size of 0.50 mm to 1.00 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river West Bengal as perspecification and the direction of the Engineer - in - charge.
36Providingand placing filter gravel having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and thedirection of the Engineer - in-charge.
37Providing and placing of anthracite coal ( 3 mm to 6 mm) of SP gr. 1.4 in IRP as per specification & direction of the Engineer-in-charge.
38Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the mEngineer - in - charge.
39External work. 50 mm dia. nominal bore
40Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
4150 mm dia
42Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
4350 mm dia
44Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
4550 mm dia
46II)-Sub Head:- Construction of Sedimentation tank (10000 Gallon)
47Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
48All Kind of Soil. By menual Means
49Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
50Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
51All work upto plinth level:4.1.5 )1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
52Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
53All work upto plinth level: 5.1.2 )1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
54Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement
551:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
56Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
571:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
58Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
595.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
60Centering shuttering including struttings, propping etc. and removal of form work for:
615.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
625.8.3 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
636 mm cement plaster of mix :
6412.4.2 Cement mortar 1:4 (1 cement : 4 fine sand)
6512.5 Neat cement punning
66Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
67150 mm dia
68Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
69ii). 150 mm dia
70Charges for cutting D.I. pipe with steel saw by manual meansas perCPWD specification and direction of the Engineer - in - charge.
71150 mm dia
72Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.
73150 mm dia. PN - 1.6
74Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge.
75D.I. Flanged Socketted tail piece 150 mm dia
76D.I. Flanged Spigotted tail piece 150 mm dia
77Finishing walls with textured exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.28 kg/10 sqm) over and including base coat water proofing cement paint applied @ 2.20 kg/10 sqm complete.
78Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc.complete as per CPWD specification and direction of the Engineer - in - charge.
79External work. 50 mm dia. nominal bore
80Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
8150 mm dia
82Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
8350 mm dia
84Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
8550 mm dia
86III)--Sub Head:- Construction of Clear Water Reservior
87Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
88Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil
89Earth work in excavation 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil 2.13.1) By manual means
90Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
91Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 4.1.14) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
92Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:
935.1.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
94Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
951:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
96Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring,shuttering, finishing and reinforcement-
975.3.2.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
98Centering shuttering including struttings, propping etc. and removal of form work for:
99Foundations, footings, bases for columns etc. for mass concrete with timber plank
100Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
101Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
102Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
103Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
1045.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
105First class brick work in foundation and plinth including cost of all materials as required complete:-
1066.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10712 mm cement plaster of mix
10812.1.2) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
1096 mm cement plaster of mix :
11012.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
111Neat cement punning.
112Finishing walls with textured exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.28 kg/10 sqm) over and including base coat water proofing cement paint applied @ 2.20 kg/10 sqm complete.
113Filling 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 upto 1.5 m. "-All kinds of soil
114Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. (ii) 100 mm dia
115Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
116ii). 100 mm dia
117Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
118A) D.I. all socketted Bend 90 degree ii) 100 mm dia
119Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
120ii) 100 mm dia
121Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.
122100 mm dia.PN - 1.6
123Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge.
124D.I. Flanged Socketted tail piece 100mm dia
125D.I. all socketted Bend 90 degree 100 mm dia
126IV) Sub Head:- RAW WATER PUMP HOUSE, ELECTRICAL & MECHANICAL WORKS
127Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil
128Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil
129Filling 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 upto 1.5 m. -All kinds of soil
130Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
131Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
1324.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
133i)1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
134First class brick work in foundation and plinth including cost of all materials as required complete:- 6.1.5) In cement mortar 1:4 ( 1 cement : 4 fine sand )
135First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- 6.3.3) In cement mortar 1:4 (1 cement : 4 fine sand ).
136Half brick masonry work with first class bricks in foundation and plinth including cost of all materials asrequired complete:-6.10.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
137Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
138Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
139Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 5.1.2)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
140Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 5.2.2.2) .1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
141Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 5.3.21:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
142Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
143Centering shuttering including struttings, propping etc. and removal of form work for:
144Foundations, footings, bases for columns etc. for mass concrete with timber plank
145Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
146Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
147Weather shade, Chajjas, corbels etc., including edges
14812 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
14915 mm cement plaster on the rough side of single or half brick wall of mix: a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
1506 mm cement plaster of mix : a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
151Neat cement punning.
152Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. 10.5.1)40mm thick.
153Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete. 10.13.1)18 mm thick
154Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
155Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
156Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.1) Fixed to steel windows by welding
157Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
158Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 9.12.1) Hot finished welded type tubes
159Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required. 11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
160Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
161Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
162Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer
163Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
16412 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer : 12.16.3) Raised Band
165Lettering with black japan paint of approved brand and manufacture on new work.
166Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge..
167Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i) 16 sqmm
168Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. i. 25 HP/18.5 kw Relay range within 13-21 + 10%
169Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 100 amps
170Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. Iv) 63-80Amps
171Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
172Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make)and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
173Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge.
174Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i). 5-15 kVAr 440 V
175Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) ,laying of 4 mm dia GI wire from earth electrode to panel,including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe
176Supplying & installation of submerssible pump with suitable motor upto the depth of 80 ft to 100 ft by 65 / 80 / 100 / 125 mm dia GI pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge ( pump, motor with cable, 65 / 80 / 100 / 125 mm dia GI pipe for assembly will be issued by the Department at free of cost ). i. 5000 GPH Capacity 100.00m head
177V)-Sub Head:- Clear Water PUMP HOUSE, ELECTRICAL & MECHANICAL WORKS
178Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil
179Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil
180Filling 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 upto 1.5 m. -All kinds of soil
181Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
182Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
1831:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
1841:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
185First class brick work in foundation and plinth including cost of all materials as required complete:- 6.1.5) In cement mortar 1:4 ( 1 cement : 4 fine sand )
186First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- 6.3.3) In cement mortar 1:4 (1 cement : 4 fine sand ).
187Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
188Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
189Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 5.1.2)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
190Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 5.2.2.2) .1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
191Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 5.3.21:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
192Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
193Centering shuttering including struttings, propping etc. and removal of form work for:
194Foundations, footings, bases for columns etc. for mass concrete with timber plank
195Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
196Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
197Weather shade, Chajjas, corbels etc., including edges
19812 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
19915 mm cement plaster on the rough side of single or half brick wall of mix: a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
2006 mm cement plaster of mix : a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
201Neat cement punning.
202Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. 10.5.1)40mm thick.
203Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete. 10.13.1)18 mm thick
204Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
205Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
206Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.1) Fixed to steel windows by welding
207Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
208Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 9.12.1) Hot finished welded type tubes
209Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i) 150 mm dia
210Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required. 11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
211Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
212Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
213Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer]
214Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
21512 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer :12.16.3) Raised Band
216Lettering with black japan paint of approved brand and manufacture on new work
217Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge..
218Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i) 16 sqmm
219Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. ii) 35 HP/26 kw Relay range within 20-32 + 10%
220Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 100 amps
221Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. Iv) 63-80Amps
222Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
223Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make)and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
224Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge.
225Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i). 5-15 kVAr 440 V
226Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) ,laying of 4 mm dia GI wire from earth electrode to panel,including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe
227Supplying & installation of submerssible pump with suitable motor upto the depth of 80 ft to 100 ft by 65 / 80 / 100 / 125 mm dia GI pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge ( pump, motor with cable, 65 / 80 / 100 / 125 mm dia GI pipe for assembly will be issued by the Department at free of cost ). i. 2500 GPH Capacity 100.00m head
228VI)-Sub Head:- LAYING & DISTRIBUTION OF PIPELINE
229Excavation trenches of required width for pipes etc. including excavation of sockets, dressing of sides where required, ramming of bottom, depth up to 1500 mm (slope-1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipelines in layer not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. & disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification & direction of the Engineer in charge. A. For UPVC pipes in new work
230a) In all kinds of soil i) for pipes not exceeding 90 mm dia
231Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.
232(a) 80 mm dia.{P.N-1.6}
233(b) 65 mm dia.{P.N-1.0}
234(c) 50 mm dia.{P.N-1.0}
235Constructing masonry chember 120x120x100 cm , inside with brick work in cement mortar 1:4(1cement:4fine sand) for sluice valve, with CI surface box 100 mm top diameter, 160 mm bottom dia and 180 mm deep (inside)with chian lead and RCC top slab 1:2;4 mix(1cement:2fine sand:4 graded stone aggregate 20mm nominal size) necessary excavating foundation concrete 1:5:10(1cement:5fine sand:10 graded stone 40 mm nominal size) and inside platering with cement mortar 1:3(1cement:3fine sand) 12 mm thick finishing with a floating coat of neat cenet complete as per standard degine, CPWD specification and direction of the Engineer-in-charge.
236a)with first class brick
237Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge.
238B)By manual means
239Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
240i)15 mm dia
241ii)25 mm dia
242iii)40 mm dia
243iv)50 mm dia
244v)65 mm dia
245vi)80 mm dia
246Providing & fixing GI reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
247i) 25x15 mm
248ii) 40x25 mm
249iii) 40x15 mm
250iv) 50X40 mm
251v) 65x50 mm
252vi) 80x65 mm
253Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
254i. 15x15x15 mm dia
255ii. 25x25x25 mm dia
256iii. 40x40x40 mm dia
257iv. 50x50x50 mm dia
258v. 65x65x65 mm dia
259vi. 80x80x80 mm dia
260Providing and fixing of CI non-return valve of approved quality as per chapter clause 201 of CPWD and as per direction of Engineer in charge.
261(i) 50 mm dia.
262(ii) 65 mm dia.
263(iii) 80 mm dia.
264Providing & fixing CI bibcock (long handle) as per chapter 20 of CPWD specification and direction of Engineer in charge.
265(i) 15 mm dia.
266Providing & fixing GI full way valve as per CPWD specification & direction of the Engineer in charge.
267i)40 mm dia
268ii)50 mm dia
269iii)65 mm dia
270iv)80 mm dia
271Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.
272i.10 mm nominal bore
273Providing & fixing of GI socketas CPWD specification & direction of incharge.
274i)15 mm dia
275Welding by gas or electric plant including transportion of plant at site etc. completeas per standard design.
276Providing & fixing of GI union jointsas per CPWD specification and direction of Engineer in charge
277(i) 15mm dia
278(ii) 25mm dia
279(iii) 40 mm dia
280(iv) 50 mm dia
281(v) 65 mm dia
282(vi) 80 mm dia
283Providing & fixing GI Nipple of medium classas per chapter 20 of CPWD specification and direction of Engineer in charge.
284(i) 15mm dia 75mm long
285(ii) 15mm dia 225mm long
286Providing, fixing and laying rigid UPVC pipes conforming to IS 4985 jointing with couplers, of same class conforming to IS 10124 ( Pt-II ) with solvent cement conforming to IS 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification & direction of the Engineer-in-charge. A. Class - 3 ( working pressure 6.0 kg / cm2)
287i. 50 mm OD.
288ii. 40 mm OD.
289Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately).
290i) 15 mm dia.
291ii) 25 mm dia.
292Providing & fixing GI pipes medium class as per IS 1239 with latest ammedment complete GI fitting in/c trenching & refilling cutting & making good the well etc. complete sa per CPWD specification& direction of the Engineer in charge. A. External Work
293i) 15 mm dia nominal bore
294ii) 25 mm dia nominal bore
295iii) 40 mm dia nominal bore
296iv) 50 mm dia nominal bore
297v) 65 mm dia nominal bore
298vi) 80 mm dia nominal bore
299Providing & fitting fixing GI flanged(10mmwall thickness) by welding with GI-MS pipe and placning position as per direction of the Engineer in charge.
300i) 80 mm dia
301ii) 65 mm dia
302iii) 50 mm dia
303Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
304VII) Sub Head:- RCC TRAY AREATOR (5000 GPH CAPACITY)
305Earth work in excavation 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil 2.13) By manual means
306Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
307Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 4.1.13)1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
308Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:
3095.1.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
310Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
3115.2.2.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
312Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
3135.3.1.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
314Centering shuttering including struttings, propping etc. and removal of form work for:
3154.3.1) Foundations, footings, bases for columns.
316Centering shuttering including struttings, propping etc. and removal of form work for:
317Foundations, footings, bases for columns etc. for mass concrete with timber plank
3185.8.6.4 Circular Columns with ply shutters
3195.9.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
3205.9.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
321Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
3225.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
3236 mm cement plaster of mix :
32412.4.1 Cement mortar 1:3 (1 cement : 3 fine sand)
325Finishing walls with textured exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.28 kg/10 sqm) over and including base coat water proofing cement paint applied @ 2.20 kg/10 sqm complete.
326Filling 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 upto 1.5 m. "-All kinds of soil
327Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good thewalls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
328A)External work. xi). 150 mm dia. nominal bore
329Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
330xi). 150 mm dia
331Charges for making G.I. tail piece with MS flange ( 8 mm wall thickness ) at one end & threading at other end in/c. cutting, threading, welding & fitting, fixing as per specification and the direction of the Engineer-in-charge. ( G.I. pipes will be supplied from the department free of cost ).
332i). 150 mm dia
333Providing 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
334iv). 150 mm dia A)PN - 1.6
335Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
336iv). 150 mm nominal bore
337Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm 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 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.
338B) For G.I. / C.I. / D.I. pipes in new work a) In all kinds of soil ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
339Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
340ii. 100 mm dia Ductile Iron Class K-7 pipes.
341iii. 125 mm dia Ductile Iron Class K-7 pipes
342iv. 150 mm dia Ductile Iron Class K-7 pipes
343v. 200 mm dia Ductile Iron Class K-7 pipes.
344Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
345ii). 100 mm dia
346iii. 125 mm dia
347iv). 150 mm dia
348v. 200 mm dia
349Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
350A) D.I. all socketted Bend 90 degree iii) 150 mm dia
351iv). 200 mm dia
352B). D.I. all socketted Bend 45 degree iii) 150 mm dia
353I). D.I. Double Socketted tapper 150 x 125/100 mm dia (Bend for Areator to sedimentation tank and taper for scour line)
354Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
355i) 200 mm dia
356ii) 150 mm dia
357iv) 100 mm dia
358Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer- in - charge. A). With First class bricks
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail