Civil Maintenance Works At Puthur
Tender Value
8.61 Lakhs
Estimated cost
Bid Submission
24 Nov 2020
0 days left
EMD
21525
Bank guarantee accepted
Document Fee
2032
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Puthur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Civil Maintenance Works At Puthur
BOQ
| Name of Work: Civil Maintenance works at Puthur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | I) a)Construction of a dung pit for collecting dung and waste from pre quarantine shed and PT animal shed b)Repairing the collapsed retaining wall in front of the office building. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | BI01010001010000000000000515BI0100001113 | 7.74 | m3 |
| 3 | 2 | Dr masonry- Dry rubble without concrete leveling course masonry with good qulaity blastd rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc. Complete as per direction of department officers at site. | BI01010001010000000000000515BI0100001114 | 5.04 | m3 |
| 4 | 3 | 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) upto plinth level with :\n7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001115 | 22.92 | Nos |
| 5 | 4 | Providing and laying in position cement concrete of specified grade excluding\nthe 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). | BI01010001010000000000000515BI0100001116 | 0.7 | m3 |
| 6 | 5 | 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 | BI01010001010000000000000515BI0100001117 | 55.68 | kg |
| 7 | 6 | II) a) Construction of a dung pit for quarantine shed.\nb) Concreting the damaged shed floor and small retaining wall for protecting the road to the shed. \n | BI01010001010000000000000515BI0100001124 | ||
| 8 | 6.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | BI01010001010000000000000515BI0100001119 | 12.47 | m3 |
| 9 | 7 | Dr masonry- Dry rubble without concrete leveling course masonry with good qulaity blastd rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc. Complete as per direction of department officers at site. | BI01010001010000000000000515BI0100001120 | 12.47 | m3 |
| 10 | 8 | 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) upto plinth level with :\n7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001121 | 16.93 | Nos |
| 11 | 9 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | BI01010001010000000000000515BI0100001122 | 108 | m2 |
| 12 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001123 | 8.09 | m2 |
| 13 | 11 | 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). | BI01010001010000000000000515BI0100001125 | 12.22 | m3 |
| 14 | 12 | 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 | BI01010001010000000000000515BI0100001126 | 113.84 | kg |
| 15 | 13 | Solid block masonry using precast solid blck ( factory made) of size 40x20x15 cm or narest available size coming IS 2185 part 1 of 1979 for superstructure above floor two level up to floor five level with thickness 15 cm in CM 1:6 ( 1 cement: 6 course sand) etc. complete | BI01010001010000000000000515BI0100001127 | 1.35 | m3 |
| 16 | 14 | 12 mm cement plaster:\n1:4 (1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001128 | 16.33 | m2 |
| 17 | 15 | Filling available earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,\nconsolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m as per direction of site Engineer- in -charge | BI01010001010000000000000515BI0100001128 | 13.5 | m3 |
| 18 | 16 | c) Approach road towards the shed from the road for collecting dung and other waste. | BI01010001010000000000000515BI0100001112 | ||
| 19 | 16.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | BI01010001010000000000000515BI0100001128 | 30.84 | m3 |
| 20 | 17 | Dr masonry- Dry rubble without concrete leveling course masonry with good qulaity blastd rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc. Complete as per direction of department officers at site. | BI01010001010000000000000515BI0100001128 | 30.84 | m3 |
| 21 | 18 | 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) upto plinth level with :\n Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001128 | 3.78 | Nos |
| 22 | 19 | Providing and laying in position cement concrete of specified grade excluding\nthe 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) | BI01010001010000000000000515BI0100001128 | 0.29 | m3 |
| 23 | 20 | 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 | BI01010001010000000000000515BI0100001128 | 23.04 | kg |
| 24 | 21 | III & IV III)A)Paddock for goats along the side of the goat shed\nB) Small room with roof provision for keeping newly purchased balance and goat feed\nC) Construction of a dipping pit for goats.\nIV).a)manger plastering work | BI01010001010000000000000515BI0100001112 | ||
| 25 | 21.01 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or\nfilling up ground depressions, lead upto 50 m and lift upto 1.5 m : 2.2.1 All kinds of soil | BI01010001010000000000000515BI0100001128 | 2.74 | m3 |
| 26 | 22 | Providing and laying in position cement concrete of specified grade excluding\nthe 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) | BI01010001010000000000000515BI0100001128 | 1.4 | m3 |
| 27 | 23 | Solid block masonry using precast solid blck ( factory made) of size 40x20x15 cm or narest available size coming IS 2185 part 1 of 1979 for superstructure above floor two level up to floor five level with thickness 15 cm in CM 1:6 ( 1 cement: 6 course sand) etc. complete | BI01010001010000000000000515BI0100001128 | 0.75 | m3 |
| 28 | 24 | Plastering with cement mortar 1:4; 12mm thick, one coat including charges | BI01010001010000000000000515BI0100001128 | 17.5 | m2 |
| 29 | 25 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all\nCPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling &\ntesting of joints complete as per direction of Engineer in Charge.20 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001128 | 10 | m |
| 30 | 26 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all\nCPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling &\ntesting of joints complete as per direction of Engineer in Charge.50 mm nominal outer dia Pipe | BI01010001010000000000000515BI0100001128 | 3 | m |
| 31 | 27 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and\napplying a priming coat of approved steel primer all complete | BI01010001010000000000000515BI0100001128 | 121.96 | kg |
| 32 | 28 | Roofing with aluminum trafford sheets 0.56 mm thick or equvalent with such 20mm thick stich screw and washers and head and necessary overlaps of 150mm at ends including all cost and conveyance of materials and labour charger etc. | BI01010001010000000000000515BI0100001128 | 21.28 | m2 |
| 33 | 29 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | BI01010001010000000000000515BI0100001128 | 10.22 | m2 |
| 34 | 30 | \nB) Store room and Weighing room | BI01010001010000000000000515BI0100001112 | ||
| 35 | 30.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of\nbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | BI01010001010000000000000515BI0100001128 | 5.33 | m3 |
| 36 | 31 | Dr masonry- Dry rubble without concrete leveling course masonry with good qulaity blastd rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc. Complete as per direction of department officers at site. | BI01010001010000000000000515BI0100001128 | 5.47 | m3 |
| 37 | 32 | 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) upto plinth level with :\n Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001128 | 2.92 | Nos |
| 38 | 33 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge | BI01010001010000000000000515BI0100001128 | 0.6 | m2 |
| 39 | 34 | 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). | BI01010001010000000000000515BI0100001128 | 0.2 | m3 |
| 40 | 35 | 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. | BI01010001010000000000000515BI0100001128 | 15.6 | kg |
| 41 | 36 | Solid block masonry using precast solid blck ( factory made) of size 40x20x15 cm or narest available size coming IS 2185 part 1 of 1979 for superstructure above floor two level up to floor five level with thickness 15 cm in CM 1:6 ( 1 cement: 6 course sand) etc. complete | BI01010001010000000000000515BI0100001128 | 5.37 | m3 |
| 42 | 37 | 12 mm cement plaster: of mix\n1:4 (1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001128 | 74.98 | m2 |
| 43 | 38 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | BI01010001010000000000000515BI0100001128 | 25 | kg |
| 44 | 39 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick\nclear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. | BI01010001010000000000000515BI0100001128 | 3.5 | m2 |
| 45 | 40 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance\n±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame\ncomplete as per manufacturer’s specification and direction of Engineerin- charge\nExtruded section profile size 48x40 mm | BI01010001010000000000000515BI0100001128 | 12 | m |
| 46 | 41 | Providing and fixing to existing door frames.\n9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred\nand joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steelscrews. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24\nmm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting\nhorizontally 6 mm galvanised M.S. rod and fastened with nuts and\nwashers, complete as per manufacturer's specification and direction of\nEngineer-in-charge. (For W.C. and bathroom door shutter). | BI01010001010000000000000515BI0100001128 | 3.78 | m2 |
| 47 | 42 | 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 1.39 | m3 | |
| 48 | 43 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm\nover and including one coat of Special primer applied @ 0.75 ltr /10 sqm | BI01010001010000000000000515BI0100001128 | 89.71 | m2 |
| 49 | 44 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and\napplying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001128 | 93.66 | kg |
| 50 | 45 | Roofing with aluminum trafford sheets 0.56 mm thick or equvalent with such 20mm thick stich screw and washers and head and necessary overlaps of 150mm at ends including all cost and conveyance of materials and labour charger etc. | BI01010001010000000000000515BI0100001128 | 29.12 | m2 |
| 51 | 46 | Painting with synthetic enamel paint of approved brand and\nmanufacture to give an even shade :\n13.61.1 Two or more coats on new work | BI01010001010000000000000515BI0100001128 | 9.08 | m2 |
| 52 | 47 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.\n2.8.1 All kinds of soil. | BI01010001010000000000000515BI0100001128 | 2.52 | m3 |
| 53 | 48 | Providing and laying in position cement concrete of specified grade excluding\nthe cost of centering and shuttering - All work up to plinth level :\"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone\naggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001128 | 4.5 | m3 |
| 54 | 49 | Providing and fixing GI pipes complete with GI fittings 50mm dia nominal bore | 40 | m | |
| 55 | 50 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001128 | 90 | m2 |
| 56 | 51 | Unforeseen | BI01010001010000000000000515BI0100001129 | 1 | Nos |
AI Tender Summary
Tender Timeline
Jan 01, 1900
11:30 IST
Tender Published
Tender notice published.
CompletedNov 24, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender