Amrut-Amrut 2.0-Amrut 2.0- Augmentation Of Uwss To Mannarkkad Municipality- Providing Fhtcs And Pipe Line Extension-Pipeline Work
Tender Value
5.57 Crore
Estimated cost
Bid Submission
25 Apr 2023
0 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
11025
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mannarkkad → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Amrut-Amrut 2.0-Amrut 2.0- Augmentation Of Uwss To Mannarkkad Municipality- Providing Fhtcs And Pipe Line Extension-Pipeline Work
BOQ
| Sl. No. | Item Description |
| 1 | SUPPLYING AND LAYING CLEAR WATER PUMPING MAIN FROM WTP TO SIVANKUNNU 8LL OHSR AND DISTRIBUTION UP TO GAS GODOWNCOST OF MATERIALS & SUPPLY,ERECTION OF ELECTROMAGNETIC FLOWMETER, SUPPLY AND ERECTION OF CENTRIFUGAL MOTOR PUMPSETS |
| 2 | 100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. |
| 3 | 100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. |
| 4 | 100.98.120:Supply of DI K9 Pipe Conforming to IS 8329/2000, 350mm Dia. |
| 5 | 100.98.121:Supply of DI K9 Pipe Conforming to IS 8329/2000, 400mm Dia. |
| 6 | 100.98.451:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 100mm. |
| 7 | 100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm. |
| 8 | OD14004/2022-2023:Supply of suitable rating Double flanged 400mm dia Zero velocity valve (Water hammer control spring loaded surge protection check valve-Flanged End-with bye pass arrangement-materials made of MS for Disc,barrel and other parts as per IS spec, The design principle of zero velocity valves is to arrest the quick -moving water column at zero velocityand it eliminates the establishment of any velocity which subsequently eliminates pressure peaks, discharge of pump is 55.60 lps against 73 m head) as per the direction of departmental officers |
| 9 | OD14104/2022-2023:Supplying an electro-magnetic flow meter 400 mm size confirming to protection level of IP-68 for Flow Sensor and IP-67 for transmitter and having an accuracy level of 0.50 % with LED/LCD Display unit. The flow meter should have the housing (flow sensor) to be made of SS 304/Carbon Steel with anti corrosive protection and inside liner to be made up of Hard Rubber/neoprene all confirming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions.(Rate & specification Vide Circular no.KWA/HO/SP-4014/2012/flow meter & soft starterDt.05.09.2012 of the Managing Director, Kerala Water Authority) |
| 10 | OD14105/2022-2023:Design, Supply, erection, testing and commissioning of ClearWater C/F Multistage Pump sets for Sivankunnu OHSR 1. C/FPumps and Motors including allied electrical works 1.01. Pumps -1 no Supply erection testing and commissioning of C/FPump set with Bronze impeller , stainless steel shaft, column assembly with strainer and all accessories, confirming the IS 1710 . The pump set shall be coupled with motor specified in item No given below. The duty condition of pump set are given below. Discharge56LPS Total Head :73 M ( including suction head),Length of Pumping main : 400mm DI K9- 580 m, 300 mm DI k9 .2110 m, Suction head : 3.60 M 1.02 Motor: Design, Supply, Installation, Testing & Commissioning of 415 V, 50 Hz Induction Motor - The motor shall be of SPDP ,screen protected drip proof, squirrel cage EF-2 induction motor as per Specification to suit the above pumps-Voltage: 415V--Speed: Max 1500 RPM - 1Nos.1.03.STARTERSupply,erection, testing and commissioning of suitable rating starter suitable for the above motor with over voltage and under voltage protection , single phase preventer, overload relay with motor protection relay with main contactor and bypass contactor as per IE rules and code of practice etc. complete-1.04. Capacitor Bank—Design, Supply, Installation, Testing & Commissioning of Capacitor Bank ( APP capacitor Panel having suitable capacity power factor compensation for motors - PF to maintain above 0.95), 440 V, required KVAr with externally fused capacitor Units, Dry type Al wound Series reactors, HRC fuse protection, Al Bus bars etc complete confirming to IS:2834-1986"- 1 No 1.05. Supplying laying, testing, jointing and commissioning suitable size XLPE cable for the above pump sets from Panel board to Change over switch and from changeover switch to starter and from starter to motor for working one motor at a time 1.06. Supply and providing ISI brand single compression cable gland termination for the above cables including cable lug of aluminum of suitable type and size . 1.07. Earthing – Supply and providing plate earthing as per IS 3043 by using suitable cast iron/copper plate with 2.5mtrs. Long 40mm dia 'B' class GI watering pipe extended up to middle of plate and clamped to the plate by GI clamps made out of 25x6mm GI strip providing funnel with weld wire mesh. Providing 1 no. earth bus made out of 25x6mm copper strip of 45cm long clamped to the water pipe at top and interconnection of earth bus with CI plate by using 2 nos. suitable copper / GI strip of suitable length, filling charcoal and salt at alternate intervals of 15cm all around plate. Providing masonry earth pit chambers of suitable size and CI chamber cover complete as required as per IS - 1 Lot. 1.08. Supplying suitable diameter Cast Stainless Steel D/F Non Return Valve ( Swing Check valve) of reputed make with suitable size bypass arrangements as per the discharge header design -1No.1.09. Supplying suitable diameter Cast steel D/F Sluice Valve (Class - 150) with bevel gear arrangement for electrical operation as per the pumping system design -1 Nos.2. ELECTRICAL ACCESSORIES 2.01. Supply, Erection, Testing and Commissioning of cubical type floor mounted MS fabricated dust and vermin proof common control panel board consisting of 1 no suitable capacity MCCB as incomer and 1 no of suitable capacity MCCB as outgoing (the two MCCBs are interlocking with each other) providing suitable size aluminum bus bar inter connect the above MCCB s and fitted with 3 nos indicator lamps, 1 no volt meter with selector switch, 1 no ammeter with switch etc. complete and provided with a common earth bus for the entire panel and inter connect with the MCCBs, as per IE rules and code of practice.The panel shall be fitted on a common base frame on suitable foundation. The switch board should have suitable rated TPN aluminum bus bars with specified current, fault level and insulated with SMC/DMC busbar supports, color coded heat shrinkable PVC sleeves complete. The panel should have 6mm thick FRP shrouding as per electrical inspectorate specifications - 1 set. Supply erection testing commissioning of suitable capacity Change over switch including panel board, suitable capacity UG cable from panel board to change over switch and to the motor in order to work one number of motors work at a time in the pump house so as to limit the connected load equivalent to the capacity of one motor . 3 .Interconnection Supply and fitting of suitable size best quality 10 mm thick MS pipe suitable for the above pump set , connecting with suitable flanges, nut and bolts IR sheet etc. complete and connecting the suction and delivery side of the pump with the valves and suitable specials to connect with the pumping main. 4.FoundationConstructing foundation for new pump set having M20 Mix NSBS size 6mm x 2mm x 1mm and steel reinforcement TMT in all directions and fixing foundation bolt to suit base including necessary opening for erecting column pipe of the pump as directed by departmental officers5.Statutory,Approval. Approval from Electrical inspectorate including preparation of drawing obtaining approval for the drawings, arranging inspection of the installation and obtaining safety certificate etc. after completion of the works. Necessary statutory fee if any payable to the electrical inspectorate/KSEB will be paid by KWA (Note: Scheme approval from the Electrical Inspectorate has to be obtained before supplying the equipment.6. Trial running and commissioning as per KWA rules. Conducting satisfactory trial running of the installation as per the direction of the Engineer in charge after attaining statutory approval and completing the entire work to the satisfaction of departmental officer concerned. Warranty Two years |
| 11 | OD42489/2022-2023:Dismantling,conveying ,stacking existing motor pump set with accessories |
| 12 | OD42490/2022-2023:Design supply & erection of 1hp priming motor pump set with accessories with 2 year warranty with required GI pipes ,valves and other specials to connect priming pump with suction side of Main pump to avoid air trap,as per the direction of departmental Officer. |
| 13 | OD192583/2022-2023:Conveying and fixing Zero velocity valve by providing bolts,nuts,rubber insertions etc.complete,but excluding the cost of Valve |
| 14 | WORKING CHARGES FOR LAYING PUMPING MAIN AND DISTRIBUTION UP TO GAS GODOWN |
| 15 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 16 | 15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 17 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 18 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road |
| 19 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 20 | 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. |
| 21 | 100.1.9:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock Requiring Blasting. |
| 22 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 23 | 100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes. |
| 24 | 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. |
| 25 | 100.14.6:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 350mm diameter Ductile Iron Class K-9 Pipes. |
| 26 | 100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes. |
| 27 | 18.70.4:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes |
| 28 | 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe |
| 29 | 18.70.6:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:350 mm dia pipes |
| 30 | 18.70.7:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipes |
| 31 | 18.83.6:Labour for cutting C.I. pipe with steel saw.250 mm diameter C.I. pipe |
| 32 | 18.83.7:Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe |
| 33 | 18.83.8:Labour for cutting C.I. pipe with steel saw.350 mm diameter C.I pipe |
| 34 | 18.83.9:Labour for cutting C.I. pipe with steel saw.400 mm diameter C.I. pipe |
| 35 | 100.31.2.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class II. |
| 36 | 100.32.5:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 100mm Double Acting Air Valve. |
| 37 | 100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure .250 mm diaObserved Data derived from item no.1022 of PHED DATA |
| 38 | 100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure.300 mm diaObserved Data derived from item no.1023 of PHED DATA |
| 39 | 100.35.6:Testing 350mm DI/CI pipeline with potable water to the required test pressure.350 mm diaObserved Data derived from item no.1024 of PHED DATA |
| 40 | 100.35.7:Testing 400mm DI/CI pipeline with potable water to the required test pressure.400 mm diaObserved Data derived from item no.1026 of PHED DATA |
| 41 | 100.37.9.1:In situ fabrication of M.S. pipes of size 300mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 42 | 100.37.9.2:Fabricating M.S. flanges of diameter 300mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 43 | 100.37.9.3:Cutting 300mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 44 | 100.37.9.4:Welding 300mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 45 | 100.37.9.5:Grinding cut and weld edges of 300mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 46 | 100.37.11.1:In situ fabrication of M.S. pipes of size 400mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 47 | 100.37.11.2:Fabricating M.S. flanges of diameter 400mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 48 | 100.37.11.3:Cutting 400mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 49 | 100.37.11.4:Welding 400mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 50 | 100.37.11.5:Grinding cut and weld edges of 400mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 51 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 52 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 53 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 54 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 55 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 56 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 57 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 58 | 10.2: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. |
| 59 | OD43613/2022-2023:Providing boring hole on RCC culvert side wall for laying DI 300 mm dia pipe |
| 60 | CONSTRUCTION OF OHSR OF 8 LAKH LITRES CAPACITY & ALLIED WORKS AT SIVANKUNNU. |
| 61 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 62 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 63 | 2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock |
| 64 | 2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) |
| 65 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 66 | 5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level |
| 67 | 5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level |
| 68 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 69 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 70 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 71 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 72 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 73 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 74 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 75 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 76 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm |
| 77 | 10.25.1:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 78 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes |
| 79 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 80 | 18.25.1:Providing and laying S & S C.I standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):Upto 300 mm dia |
| 81 | 100.36.1:Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete. |
| 82 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 83 | 100.41.33:Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete. |
| 84 | 100.98.488:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 350mm. |
| 85 | 100.31.1.8:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 350mm diameter, Class I. |
| 86 | 100.98.486:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 250mm. |
| 87 | 100.31.1.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class I. |
| 88 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 89 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. |
| 90 | 10.2: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. |
| 91 | 10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces |
| 92 | 18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia |
| 93 | 18.73.4:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :250 mm dia Ductile Iron Double Flanged |
| 94 | 18.73.5:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :300 mm dia Ductile Iron Double Flanged |
| 95 | 18.73.6:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :350 mm dia Ductile Iron Double Flanged |
| 96 | 13.71:Lettering with black Japan pint of approved brand and manufacture |
| 97 | OD44008/2022-2023: Supplying and fixing lightening arrester including lightening conductor of GI 7/10 inch SWG (10 mm diametre standard wire with lightening rod of 25 mm diametre, 3m long with earth electronde 25 mm dia, 2.75 including fixing of clamps as per IS;2309 fixing all accessories etc.complete |
| 98 | OD185937/2022-2023:Providing and fixing tank water level indicator with sms mobile controller system, including water level monitor, 12 V battery, solar panel, solar charging converter, sensor wire, battery charging cable, pipes and fittings, including erection charge |
| 99 | SUPPLYING AND LAYING DISTRIBUTION SYSTEM-COST OF MATERIALS |
| 100 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. |
| 101 | OD160808/2022-2023:Supply of PVC pipe specials @ 3 % of cost of pipes |
| 102 | OD95120/2022-2023:Supply of 80 mm GI pipe medium class |
| 103 | OD160810/2022-2023:Cost of GI pipe specials (5 % of total cost of GI pipes) |
| 104 | 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 105 | 100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm. |
| 106 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 107 | 100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. |
| 108 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. |
| 109 | OD44017/2022-2023:Rectification and shifting of existing water connection from the existing distribution system to newly laid distribution network during the cousre of pipe line work ,which is essential to maintain the regular water supply tothe existing consumers. |
| 110 | WORKING CHARGES FOR DISTRIBUTION SYSTEM(Cost index:34.75% |
| 111 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 112 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 113 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road |
| 114 | 15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 115 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 116 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 117 | 100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. |
| 118 | 100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve. |
| 119 | 100.32.2:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 40mm Single Acting Air Valve. |
| 120 | 100.31.2.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class II. |
| 121 | 100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II. |
| 122 | 100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II. |
| 123 | PROVIDING FHTCS |
| 124 | 100.60.1.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. |
| 125 | 100.60.3.1.1:Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers |
| 126 | 100.60.12.3.1:Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers. |
| 127 | OD43968/2022-2023:Cost of geo tagging |
| 128 | 18.12.4:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work32 mm dia nominal bore |
| 129 | PWD ROAD RESTORATION(MORTH_ROAD) |
| 130 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method |
| 131 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 132 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 133 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. |
| 134 | 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) |
| 135 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 136 | 5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) |
| 137 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 |
AI Tender Summary
Tender Timeline
Apr 12, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedApr 25, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 26, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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