Tender For Kiifb-Kiifb-Wss To Kalluvathukkal Paripally And Velinalloor (Part) -Providing Scour Line From Wtp To Mannayam Bridge, Providing Rr Masonry At Well Site As Protection Works , Providing Interlock In Approach Road And Construction Of Washroom At W
Tender Value
59.25 Lakhs
Estimated cost
Bid Submission
03 Jan 2023
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kalluvathukkal → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Kiifb-Kiifb-Wss To Kalluvathukkal Paripally And Velinalloor ( Part ) -Providing Scour Line From Wtp To Mannayam Bridge, Providing Rr Masonry At Well Site As Protection Works , Providing Interlock In Approach Road And Construction Of Washroom At Well Site For Operators. -General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | LAYING OF 250MM DI K7 PIPELINE FROM WTP RECYCLIING TANK TO NEAREST DISCHARGE POINT AT MANNAYAM |
| 2 | 100.98.104:Supply of DI K7 Pipe Conforming to IS 8329/2000, 250mm Dia. |
| 3 | 100.98.510:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. |
| 4 | 15.2.1: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) |
| 5 | 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. |
| 6 | 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. |
| 7 | 18.83.6:Labour for cutting C.I. pipe with steel saw.250 mm diameter C.I. pipe |
| 8 | 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 |
| 9 | 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 |
| 10 | 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. |
| 11 | OD111421/2022-2023:Constructing valve chamber of inner size 1.0 m x 1.0 m x 1.250 m in M-20 grade cement concrete for reinforced cement concrete work with 12mm and 10 mm MS rod , side wall 15mm with 8mm MS rods and cover slab 20mm thick of 2 nos of size 1.30 m x 0.65 m x 0.2 m over a PCC base of size 1.50 m x 1.50 m x 0.15 m in in cm 1:3:6 using 20 mm broken stone, plastering inside the valve chamber and cover slab in CM 1:3, 6 mm thick including cost and conveyance of all materials etc. complete, as per the direction of deptl. officers |
| 12 | 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) |
| 13 | CONSTRUCTION OF RANDOM RUBBLE WALL FOR PROTECTION OF WELL AT ADUTHALA |
| 14 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 15 | 4.1.8: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) |
| 16 | 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) |
| 17 | 5.1.3: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) |
| 18 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 19 | 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 |
| 20 | PROVIDING INTERLOCK IN APPROCH ROAD TOWARDS WELL |
| 21 | 16.91.2: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. |
| 22 | 4.1.5: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) |
| 23 | CONSTRUCTION OF WASHROOM UNDER RAMP FOR OPERATORS |
| 24 | 2.8.1: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 |
| 25 | 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) |
| 26 | 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. |
| 27 | 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) |
| 28 | 6.4.1:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 29 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 30 | 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 |
| 31 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 32 | 13.42:Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work |
| 33 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 34 | OD111000/2022-2023:Providing and fixing PVC door, ceramic water closet, washbasin, PVC taps, shower spouts, with required control valves, required pipelines, waste lines, PVC septic tank, air vent,300L PVC water tank of reputed make, inlet arrangements with electrification work including fixing of 3nos of CFLs and its required accessories |
AI Tender Summary
Tender Timeline
Dec 26, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 03, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 04, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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