Tender For Kiifb Augmentation Of Wss To Angamally Constituancy Part Ii Malayattoor Neeleeswaram And Ayyampuzha Panchyath Package Ii Laying Of Clearwater Pump Set Construction Of Ohsr Chully Renovation Of Existing Civil Structure And Road Restoration
Tender Value
27.34 Crore
Estimated cost
Bid Submission
24 Dec 2022
0 days left
EMD
5 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
malayattoor → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Kiifb Augmentation Of Wss To Angamally Constituancy Part Ii Malayattoor Neeleeswaram And Ayyampuzha Panchyath Package Ii Laying Of Clearwater Pump Set Construction Of Ohsr Chully Renovation Of Existing Civil Structure And Road Restoration Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Dec-2022 | Date corrigendum | Date | 09-Dec-2022 |
| 2 | 12-Dec-2022 | Date Corrigendum | Date | 19-Dec-2022 |
| 3 | 19-Dec-2022 | Date Corrigendum | Date | 24-Dec-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | APPENDIX - A- LAYING OF CLEAR WATER PUMPING MAINS |
| 2 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | DismandlingCement Concrete paver blocks in foot path, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern inter locking paver blocks and stacking conveniently etc completeas per direction of Engineer-in-Charge. |
| 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 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kind f soil |
| 6 | \"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Medium Rock (Requiring Blasting) |
| 7 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :\"Ordinary Rock |
| 8 | \"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : HardRock(Blasting Prohibited |
| 9 | Fencing 1.50m high with two rows ofcasuarina poles (girth 15cm to 24cm) tied with coir yarn on verticalcasuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. |
| 10 | Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. |
| 11 | Bailing out water with5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete. |
| 12 | Engaging Coolie |
| 13 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329excluding cost of pipes and specials :100 mm dia Ductile Iron Class K-9 Pipes |
| 14 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329excluding cost of pipes and specials : 150 mm dia Ductile Iron Class K-9 Pipes |
| 15 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329excluding cost of pipes and specials :200 mm dia Ductile Iron Class K-9 Pipes |
| 16 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329excluding cost of pipes and specials : 250 mm dia Ductile Iron Class K-9 Pipes |
| 17 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329excluding cost of pipes and specials : 300 mm dia Ductile Iron Class K-9 Pipes |
| 18 | Filling with contractor\"s own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge |
| 19 | 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:100 mm dia pipes |
| 20 | 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:150 mm dia pipes |
| 21 | 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:200 mm dia pipes |
| 22 | 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 |
| 23 | 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 |
| 24 | Fabricating MS flanges of diameter 100 mm using 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 25 | Fabricating MS flanges of diameter 150 mm using 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 26 | Fabricating MS flanges of diameter 300 mm using 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 27 | Fabricating MS flanges of diameter 250 mm using 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 28 | Fabricating MS flanges of diameter 200 mmusing 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 29 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe |
| 30 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe |
| 31 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe |
| 32 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe |
| 33 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe |
| 34 | Fabricating MS pipes of size 100mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 35 | Fabricating MS pipes of size 150mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 36 | Fabricating MS pipes of size 200mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 37 | Fabricating MS pipes of size 250mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 38 | Fabricating MS pipes of size 300mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel 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 MS plates. |
| 39 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 40 | Fabricating 100 mm M S bend |
| 41 | Fabricating 150 mm M S bend |
| 42 | Fabricating 200 mm M S bend |
| 43 | Fabricating 250 mm M S bend |
| 44 | Fabricating 300 mm M S bend |
| 45 | Cutting 100mm (ID) MS pipes for making bends and other specialsby gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 46 | Welding100mm (ID) MS pipes for making bends and other specialsby 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 MS plates. |
| 47 | Grinding cut and weld edges of 100mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 48 | Cutting 150mm (ID)MS pipes for making bends and other specialsby gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 49 | Welding150mm (ID) MS pipes for making bends and other specialsby 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 MS plates. |
| 50 | Grinding cut and weld edges of 150mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 51 | Cutting 200 mm (ID) MS pipes for making bends and other specialsby gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 52 | Welding200 mm (ID) MS pipes for making bends and other specialsby 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 MS plates. |
| 53 | Grinding cut and weld edges of 200 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 54 | Cutting 250 mm (ID) MS pipes for making bends and other specialsby gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 55 | Welding250mm (ID) MS pipes for making bends and other specialsby 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 MS plates. |
| 56 | Grinding cut and weld edges of 250 mm (ID)MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 57 | Cutting 300 mm (ID) MS pipes for making bends and other specialsby gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 58 | Welding300 mm (ID) MS pipes for making bends and other specialsby 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 MS plates. |
| 59 | Grinding cut and weld edges of 300 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 60 | Labour for cutting C.I. pipe with steel saw.100 mm diameter C.I. pipe |
| 61 | Labour for cutting C.I. pipe with steel saw.150 mm diameter C.I. pipe |
| 62 | Labour for cutting C.I. pipe with steel saw.200 mm diameter C.I. pipe |
| 63 | Labour for cutting C.I. pipe with steel saw.250 mm diameter C.I. pipe |
| 64 | Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe |
| 65 | Testing 100mm DI/CI pipeline with potable water to the required test pressure 100 mm dia |
| 66 | Testing 150mm DI/CI pipelinewith potable water to the required test pressure 150 mm dia |
| 67 | Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia |
| 68 | Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia |
| 69 | Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm dia |
| 70 | \"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :100 mm diameter. Class I\" |
| 71 | Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :150 mm diameter. Class I\" |
| 72 | \"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :200 mm diameter. Class I\" |
| 73 | \"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :250 mm diameter. Class I\" |
| 74 | \"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :300 mm diameter. Class I\" |
| 75 | Conveying and fixing C I Single acting AirValve of approved qualitywith bolts,nuts,rubber insertions etc . excluding the cost of airvalve(the tail pieces if required will be paid seperately): 25 mmSingle acting Air Valve |
| 76 | Conveying and fixing C I Single acting AirValve of approved qualitywith bolts,nuts,rubber insertions etc . excluding the cost of airvalve(the tail pieces if required will be paid seperately):50 mmDouble acting Air Valve |
| 77 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 78 | 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.Hard rock (blasting prohibited |
| 79 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 80 | 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 81 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 82 | 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 |
| 83 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 84 | Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 85 | 300MM DI INTERCONNECTION WORK |
| 86 | 250MM DI INTERCONNECTION WORK |
| 87 | 200 MM DI INTERCONNECTION WORK |
| 88 | 150 MM DI INTERCONNECTION WORK |
| 89 | 100 MM DI INTERCONNECTION WORK |
| 90 | Engaging Mate |
| 91 | Bailing out water with engine and pumpset above 5 HP upto 10 HP including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete. |
| 92 | 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.Ordinary rock |
| 93 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock |
| 94 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 95 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 96 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 97 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 98 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars |
| 99 | 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. |
| 100 | Supplying and erection of MS chequered plate with 10 mm thick over the support steel bridge |
| 101 | Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials). |
| 102 | COST OF MATERIALS OF CLEAR WATER PUMPING MAIN |
| 103 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 100mm Dia. |
| 104 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia. |
| 105 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. |
| 106 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. |
| 107 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. |
| 108 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. |
| 109 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. |
| 110 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm. |
| 111 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. |
| 112 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm. |
| 113 | Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 50mm. |
| 114 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 115 | Supply of DI specials. |
| 116 | Supply of 100mm mechanical collar joint |
| 117 | Supply of 150mm mechanical collar joint |
| 118 | Supply of 200mm mechanical coller joint |
| 119 | Supply of 250mm mechanical coller joint |
| 120 | Supply of 300mm mechanical coller joint |
| 121 | EHD - 35 Circular shape 560 mm internal dia. |
| 122 | APPENDIX - B -SUPPLY AND ERECTION OF CLEAR WATER PUMPSET AT UPPUKALLU AND CHULLY |
| 123 | Design, supply ,erectiontesting and commissioningof CF pump set having discharge 9.61 lps and head 21.0m and all allied works panel board,starter, cable, capacitor for PF above 0.95 , foot valveNRW, sluice valve, earthing, pipe connections, foundation as per the direction of department officers.Supply of panel boardwith all meters like ammeter, voltmeter ,single phasing preventer , ELCB andsuitable switches etc.2 year guarantee for pump setand all other items |
| 124 | Design, supply ,erectiontesting and commissioningof CF pump set having discharge 11 lps and head 87 m and all allied works pannel boar starter, cable, capacitor for PF above 0.95 , foot valveNRW, sluice valve, earthing, pipe connections, foundation as per the direction of department officers.Supply of panel boardwith all meters like ammeter, voltmeter ,single phasing preventer , ELCB andsuitable switches etc.2 year guarantee for pump setand all items |
| 125 | Design, supply ,erectiontesting and commissioningof CF pump set having discharge 3.47 lps and head 85 m and all allied works pannel boar starter, cable, capacitor for PF above 0.95 , foot valveNRW, sluice valve, earthing, pipe connections, foundation as per the direction of department officers.Supply of panel boardwith all meters like ammeter, voltmeter single phasing preventeretc. Including 2 year guarantee for pump set and all other item |
| 126 | Design, supply ,erectiontesting and commissioningof CF pump set having discharge 13.77lps and head 85 m and all allied works pannel boar starter, cable, capacitor for PF above 0.95 , foot valveNRW, sluice valve, earthing, pipe connections, foundation as per the direction of department officers.Supply of panel board with all meters like ammeter, voltmeter ,single phasing preventer , ELCB and suitable switches etc. 2 year guarantee for pumpset and all items |
| 127 | Design, supply ,erectiontesting and commissioningof CF pump set having discharge 4.17 lps and head 86 m and all allied works pannel boar starter, cable, capacitor for PF above 0.95 , foot valveNRW, sluice valve, earthing, pipe connections, foundation as per the direction of department officers.Supply of panel board with all meters like ammeter, voltmeter ,single phasing preventer , ELCB and suitable switches etc. 2 year guarantee for pumpset and all items |
| 128 | APPENDIX -C- CONSTRUCTION OF 3 LAKHS LITRES CAPACITY OHSR AT CHULLY IN AYYAMPUZHA PANCHAYATH. |
| 129 | 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 |
| 130 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removingthe roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth |
| 131 | Demolishing brick work 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.In cement mortar |
| 132 | Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. |
| 133 | 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 |
| 134 | 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.Hard rock (blasting prohibited |
| 135 | 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 |
| 136 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock |
| 137 | Providing 25mm dia dowel bars 1.750m long including drilling holes in the rock to a minimum depth of 1.2m in rock, grouting, fixing bars in hole to correct lines levels etc. complete as per the direction including all cost and conveyance, labour charges etc. complete. |
| 138 | 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 20 mm nominal size) |
| 139 | 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) |
| 140 | Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):raised and cut pointing |
| 141 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 142 | 12 mm cement plaster of mix: 1:4 (1 cement :4 fine sand) |
| 143 | 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 |
| 144 | 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 |
| 145 | Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). |
| 146 | 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 147 | Extra for R.C.C. /B.M.C/R.M.C. work above floor V level for each four floors or part thereof. |
| 148 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 149 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 150 | Centering and shuttering including strutting, etc. and removal of form for: suspended floors, roofs, landings, balconies and access platform |
| 151 | Centering and shuttering including strutting, etc. and removal of form for:lintel, beams, plinth beams, girders bressumers and cantilevers |
| 152 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 153 | Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) |
| 154 | Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 155 | Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 156 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 157 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 158 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 (1 cement: 3 fine sand) |
| 159 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 160 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. |
| 161 | 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. |
| 162 | Supplying and fixing CI Manhole with cover 750x750mm reputed make with IS specifications and providing in the roof slab of the tank as per specifications. |
| 163 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall40 mm dia nominal bore |
| 164 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 165 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 166 | Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 167 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 168 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 169 | Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 170 | Lettering with black Japan pint of approved brand and manufacture |
| 171 | Providing and fixing soil, waste and vent pipes:100 mm diaCentrifugally cast ( spun) iron socket & spigot (S & S ) pipe as per IS : 3989 |
| 172 | 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 enginepump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete. |
| 173 | conveying and fixing 200mm CI wall casting pipe in the floor slab of the tank including lifting the pipe to the floor slab ,placing in the correct line and level during its construction of inlet pipe. |
| 174 | Conveying and fixing 150 mm CI wall casting pipe in the floor slab of the tank including lifting the pipe to the floor slab, placing in the correct line and level during its construction for inlet pipe |
| 175 | Conveying and fixing 150mm duck foot bend in the ground |
| 176 | Conveying and fixing 200 mm duck foot bend in the ground |
| 177 | Conveying and placing 200 mm CI double flanged column pipe for delivery line including providing platform ,Centering and shuttering including strutting etc.and removal of form form for enabling the hoisting and jointing pipe ,lifting pipe to the correct lines and levels,keeping in position for jointing the pipe in vertical alignment,dismantling plat form after the completion of the work etc ,complte as per direction |
| 178 | Conveying and placing in position 150mm CI double flanged column pipe for the pumping line including providing platform, Centering and shuttering including strutting, etc. and removal of form for enabling the hosting and jointing pipe, lifting pipe to the correct lines and levels, keeping in position for jointing the pipe in vertical alignment, dismantling plat form after the completion of the work etc. complete as per direction. |
| 179 | \"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :200 mm diameter. Class I\" |
| 180 | Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :150 mm diameter. Class I\" |
| 181 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe |
| 182 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe |
| 183 | Providing and fixing water level indicator with alumnium channel so as to move the indicator pointer ,Gauge marked on Alumnium sheet .05mm thick, 4kg PVC float tied with Plastic stay wire,etc as per direction |
| 184 | Providing lightning protection system ,design ,manufacturing ,testing and commissioning heavy power vertical air type/suitable type lightning protection system with suitable earthling with Copper/GI strip through insulated pipes separated from main structure ,earthling ,with pit cover. complete. |
| 185 | COST OF MATERIALS FOR OHSR CHULLY |
| 186 | WALL CASTING PIPE 200MM |
| 187 | WALL CASTING PIPE 150 MM |
| 188 | Double flanged centrifugally cast (spun)CI pipe of Class B conforming to IS.1536-200 mm dia pipe long with flangesentrifugally cast metre (spun)C.I. pipe of class Bconforming to I.S.1536-200 mm d |
| 189 | Double flanged centrifugally cast (spun)CI pipe of Class B conforming to IS.1536-200 mm dia pipe long with flangesentrifugally cast metre (spun)C.I.pippe of class Bconforming to I.S.1536-150 mm |
| 190 | DUCK FOOT BEND 150 MM |
| 191 | DUCK FOOT BEND 200 MM |
| 192 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 200mm. |
| 193 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 150mm. |
| 194 | APPENTIX- D - RENOVATION OF EXISTING STRUCTURES AND CONSTRUCTION OF NEW OPERATORS' ROOM AT UPPUKALLU |
| 195 | Demolishing brick work 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.In cement mortar |
| 196 | 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 |
| 197 | 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) |
| 198 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 199 | 12 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) |
| 200 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead: cement mortar 1:4 (1 cement : 4 coarse sand) |
| 201 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. |
| 202 | Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metes and below |
| 203 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood |
| 204 | Of area beyond 3 sq. metres |
| 205 | Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood Providing and fixing panelled or panelled and glazed shutters for doors, windowsand clerestory windows fixing with butt hinges of required size with necessaryscrews, excluding panelling which will be paid for separately, all complete as perdirection of Engineer-in-charge. (Note:- Butt hinges and necessary screws shallbe paid separately)Second class teak woo d35 mm thick shutters |
| 206 | Applying priming coat:With ready mixed pink or Grey primer of approved and manufacture on wood work (hard and soft wood) |
| 207 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover |
| 208 | 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. |
| 209 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 (1 cement : 4 fine sand) |
| 210 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 211 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 (1 cement: 3 fine sand) |
| 212 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:3 (1 cement: 3 fine sand) |
| 213 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 214 | 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 |
| 215 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 216 | 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.Ordinary rock |
| 217 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 218 | 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 219 | Centering and shuttering including strutting, etc. and removal of form for: lintels, beams, plinth beams, girder bressumers and cantievers |
| 220 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). |
| 221 | 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 |
| 222 | Centering and shuttering including strutting, etc. and removal of form for: suspended floors, roofs, landings, balconies and access platform |
| 223 | Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 224 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in: CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete |
| 225 | Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand): flush/ruled pointing |
| 226 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) using good quality Pincoda wood |
| 227 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 500x500 mm |
| 228 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required sized with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer in-charge using Pincoda wood |
| 229 | Supplying and fixing 200 mm Aluminium aldrop |
| 230 | Providing and fixing anodised aluminium ( anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded built up standard tubular section of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately) |
| 231 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness |
| 232 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:1:4 (1 cement : 4 fine sand) |
| 233 | 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) : moulded band |
| 234 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:New work ( Two or more coats) over and including priming coat with water thinnable cement primer |
| 235 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 236 | Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 237 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 238 | Supply and wiring points according to IS 732-1989 using rigid PVC ivory conduit of minimum size 20mm and with 1.00 sq.mm PVC insulated stranded single core FR copper conductor cable and including 6A modular type ROHS compliant SP switches etc. as required.Single control light point with 6A, 3 plate ceiling rose. |
| 239 | Supply and wiring points according to IS 732-1989 using rigid PVC ivory conduit of minimum size 20mm and with 1.00 sq.mm PVC insulated stranded single core FR copper conductor cable and including 6A modular type ROHS compliant SP switches etc. as required. Twin control fan point with 3 plate ceiling rose with socket type stepped dimmer |
| 240 | Supply and wiring points according to IS 732-1989 using rigid PVC ivory conduit of minimum size 20mm and with 1.00 sq.mm PVC insulated stranded single core FR copper conductor cable and including 6A modular type ROHS compliant SP switches etc. as required.Single control ceiling fan point with 6A, 3 plate ceiling rose and with socket size stepped electronic regulator |
| 241 | Supply and wiring points according to IS 732-1989 using rigid PVC ivory conduit of minimum size 20mm and with 1.00 sq.mm PVC insulated stranded single core FR copper conductor cable and including 6A modular type ROHS compliant SP switches etc. as required. Combined plug point with 6A, 5 pin plug socket controlled by 6A switch |
| 242 | Supply, conveyance, installation, testing and commissioning of pre-wired light fitting 16/18W LED box type light fittings on bracket |
| 243 | Supply, conveyance, installation, testing and commissioning of48” Ceiling Fan with star rating |
| 244 | Supply and fixing6Amodular switch6 A inexistingboard front plates and giving connection.6AUniversal Socket |
| 245 | Supply and drawing 650/1100 V Grade PVC insulated copper conductor cables in the existing surface / recess conduit and giving connections 2.50 sq.mm 2 run |
| 246 | Supply and drawing 650/1100 V Grade PVC insulated copper conductor cables in the existing surface / recess conduit and giving connections 1.5 sq.mm. 2 run. |
| 247 | Supply and fixing 2/3 module metal box in recess etc. with front plate and giving connection |
| 248 | APPENDIX - E - ROAD RESTORATION IN PWD ROADS |
| 249 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 250 | Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method |
| 251 | Providing, !aying, spreading and compacting graded stone aggregate lo wet mix macadam spec1ficat1on including premixing the material with water at OMC in mechanical mixer (Pug Mill). carriage of mixed material by tipper to site , laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with vibratory rollerto achieve the desired density. |
| 252 | 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. |
| 253 | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder (VG 30) laid on the prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. Grading II - 13 mm nominal chipping size. |
| 254 | 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. |
| 255 | Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means |
| 256 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 257 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) |
| 258 | Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. |
| 259 | Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of /5 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 Il - (19 mm nominal size) |
| 260 | Providing and Laying bituminous concrete with 80-100) TPH hot mix plant producing an average out put ol 75 tonnes per hour usingcrushed aggregates of specified grading , premixed with a bituminous binder (NRMB) @ 5.2 percent of mix and filler , transporting the hot mix to work site,laying with ahydrostatic 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 all respects For grading -I (19 mm Nominal Size) |
| 261 | Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement |
| 262 | Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement |
| 263 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means |
| 264 | APPENDIX - F - ROAD RESTORATION IN PANCHAYATH ROAD |
| 265 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 &1203 III.P.C.C grade M 20 (i)Nominal mix (1:2:4) |
| 266 | Providing concrete for plain /reinforced concrete in open foundations complete as per drawings and Technical Specification Clause 802,803,1202&1203(Modified 11.4.1.1) I.P.C.C grade M10 (i)Nominal mix 1:4:8 |
| 267 | Providing and laying of interlocking concrete block pavements having thickness 80 mm.M30 grade made by block making machine of approved size ,shape and design lain in required design and pattern over 75 mm thick compacted bed of approved cushion material,compacting and proper embedding of interlocking paver blocks into the bedding layer through vibratory compaction throughplate vibrator etc.complete as per direction of engineer in charge etc complete-80 mm M-30 tile with 75 mm bed |
| 268 | Seal Coat - Manual Means- Type C - Bitumen S-65- Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type A,Type B and Type C as per Technical Specification Clause 510 A.By Manual Means Case III: Type C (II)Bitumen (S-65) |
| 269 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line,grade and level to serve as wearing course on a previuosly prepared base,including mixing in a suitable plant laying and rolling with a three wheel 80-100kN static roller capacity, finished to required level and grades to be follwed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Case-I By Manual Means (II) Bitumen (S-65) |
| 270 | Tack Coat- With Packed Bitumen Rates Providing and applying tack caot with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 271 | Prime Coat-Low porosity-with Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 272 | Wet Mix Macadam Providing,laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site,laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 1000KN weight to achieve the desired density including lighting,barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 By Mechanical Means with 1 Km lead |
| 273 | construction of embankment with material obtained from Borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site,spreading,grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with alead upto 1000m as per Technical Specification Clause 301.5 |
| 274 | Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete (ii) using gravel mix soil / Quarry muck. |
| 275 | APPENDIX - G - ROAD RESTORATION IN IIP ROAD-Ch-28000-28700 |
| 276 | 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 |
| 277 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 278 | Providing, !aying, spreading and compacting graded stone aggregate lo wet mix macadam spec1ficat1on including premixing the material with water at OMC in mechanical mixer (Pug Mill). carriage of mixed material by tipper to site , laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with vibratory rollerto achieve the desired density. |
| 279 | 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. |
| 280 | 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. |
| 281 | Providing ,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregatesusing viscosity grade bitumen (VG-30) to the required line grade and level to serve as wearingcourse on a previously prepared base. including mixing in a suitable HMP of appropriate capacity not less than 75tonnes /hour,, laying and rolling with a smoothwheeled 80-100 tonnes capacity, finishing to required level and grade. |
| 282 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using crushed stone chipping of 6.7 mm size and Bitumen (VG-30)@9.8kgper 10 sqm |
| 283 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 284 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 285 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 286 | 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 |
| 287 | 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 : 4 graded stone aggregate 20 mm nominal size) |
| 288 | APPENDIX - H - ROAD RESTORATION IN FOREST ROAD |
| 289 | Excavation in cutting soil by manual means with lead upto 50m excavation for road way in soil using manual means for carrying out cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specification |
| 290 | Construction of granular sub base by providing local materials spreading in uniform layers on prepared surface and compacting by ramming to achieve the desired density using gravel mix soil / quarry muck |
| 291 | Providing , alying , 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 a well prepared surfaceand compacting with vibratory rollerto achieve desired density. |
| 292 | Prime coat - Low density - with packed bitumen rates Providing and applying primer coat with bitmen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and sprayin g primer at the rate 0.7 -1.0kg/sqm using mechnical means as per technical specification. |
| 293 | Tack coat with packed bitumen rates Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.3kg per sqm on the prepared granular surface with primer and cleaned with hydraulic broom as per specification. |
| 294 | 20mm thick open graded premix carpet using bituminous binder - bitumen S65 Packed bitumen rates.Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as bearing course on a previously prepare base including mixing in a suitable plant laying and rolling with a pre wheel 80 - 100KN static roller capacity finished to required level and grade to be followed by seal coat of either type A, type B or type C technical specification. |
| 295 | Seal coat - manual means - Type C bitumen S65 Packed bitumen rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType A, type B and type C as per technical specification Case III Type C (II) Bitumen (S65) |
| 296 | Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 297 | 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 : 4 graded stone aggregate 20 mm nominal size) |
| 298 | Road restoration for IIP Road Ch-from28700-30015 |
| 299 | Earth work for pipe laying Berm Cutting |
AI Tender Summary
Tender Timeline
Dec 19, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 09, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 19, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 24, 2022
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 24, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 26, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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