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Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Summary
Muziris Heritage Project - Repair And Maintenance Of Kokkarani And Landscaping Works At Paliam Oottupura, North Paravur, Ernakulam (sh Civil And Landscaping Works)
Description
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Contact
Tender Id
2022_INKEL_486648_1Bid Award Id
ViewTender No
NIT/INKEL/MUZ/2022-23/291 dated 13/04/2022Tender Authority
INKEL Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
200.56
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2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
35.37
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2.25 : Filling available excavated 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.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.
10
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Extra rates for quantities of works, executed : In or under water and/or liquid mud, including pumping out metre<br>water as required.For Over area cutting
103.48
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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.
25
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2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
51.73
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60.2.6 : BAILING OUT WATER USING PUMP ABOVE 30HP AND UP TO 40HP - Bailing out water with engine and pump set above 30HP and up to 40HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
10
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Sub head:Block work
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15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
51.74
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15.7.4 : 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
70.41
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15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
29.25
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Laterate masonry with using available laterate stone at site of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
7.05
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50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
63.37
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Random rubble masonry using available rubble at site 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:<br>Cement mortar 1:6 (1 cement : 6 coarse sand)
29.25
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13.24.1 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In one coat
112.62
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Providing proper coping in Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 as shown in the drawing including all cost of materials, labour charges etc.
92.99
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Stone Sealer PU coating
112.62
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Thoroughly scrubbing, scrapping and cleaning the thickly white washed surface in several layers over the lime plastering using proper tools and different grade sand papers without making any damages in the wall surface and rectifying the petty damages wherever seen using proper materials to match the existing surface
153.14
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Plastering with lime mortar 1:2:9,(1cement:2 lime:9 fine sand )12mm thick using lime mortar and adequate quantity of herbals such as Jaggery, kadukka water and etc for old surface for traditional works including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.Preparation of lime may be as per specification no.6.0
61.26
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Applying white or colour wash by mixing glue & indigo as per requirement three or more coats to surfaces such as walls,columns, ceiling etc, including necessary repairs to scratches etc. complete including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-charge. Preparation of lime may be as per specification no 11.7 and test certificate of lime may be produced by the agency
180.27
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LANDSCAPING
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16.91.2 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in 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 in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra 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.
250
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Providing and fixing at or near ground level precast or cast in situ cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering, shuttering complete.<br>1:1.5:3 ( 1 cement : 1.5 coarse sand (Zone III): 3 graded stone aggregate 20 mm nominal size)
6.37
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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
75
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Supply and stacking of Konna /Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
4
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Supply and stacking of plant Delonix regia (Gulmohar) of plants height 150-165 cm. in big poly bags of plants size 25 cm as per direction of the Engineer-in-charge.
11
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Supply and stacking of plant Nerium oleander (kaner) of height 60-75 cm. with 5-6 branches in poly bags of size 25 cm as per direction of the Engineer-in-charge.
8
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Supply and stacking of plant ixora coccinea of height 30-45cm, multibranched in earthen pots of size 25 cm as per direction of the officer-in-charge - landscaping works
3
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Supply and stacking of plant Mimusops elengi (Maulsri) of plants height 180-195 cm., well developed with thick stem in big size HDPE bag as per direction of the Engineer-in-charge.
6
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Supply and stacking of plant Murraya Koenigii spreng (Kadipatta/meetha neem) of ht 45-60 cm well developed in earthen pots of size 20 cm. as per direction of the Engineer-in-charge.
3
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Supply and stacking of plant Saraca indica (Sita Ashok) of plants height 105-120 cm. in big poly bags of plants size 25 cm as per direction of the Engineer-in-charge.
3
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Providing and stacking of Nandyarvattam / Tabernaemontana divaricata (Chandni double) of height 75-90 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge.
2
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Supply and stacking of plant Tecoma gaudichaudi of height 60-75 cm. with 5-6 branches in p.bag of size 25 cm as per direction of the Engineer-in-charge.
1
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Supply and stacking of plant Bauhinia acuminata height 60-75 cm. in earthen pots of size 20 cm as per direction of the Engineer-in-charge.
7
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Supply and stacking of plant Allamanda cathartica plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots as per direction of the officer-in-charge - landscaping works
9
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Supply and stacking of plant Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the Engineer-in-charge.
17
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Supply and stacking of plant Clerodendron inerme plant of ht. 30 cm to 40 cm multi branched in 25 cm size of Earthen Pot / Plastic Pot as per direction of the Engineer-in-charge.
10
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Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserviceable materials as per direction of officer in charge (excluding cast of plant & water ) Cost of plantation per trees/plants.
84
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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
15.12
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2.25 : Filling available excavated 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.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.
3.04
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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)
3.24
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4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
6.48
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7.2.1 : Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
11.94
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11.55.1 : Providing and laying flamed finish Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or
equivalent.
10.4
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8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
39.6
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13.11 : 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ( 1 cement : 6 fine sand).
10.53
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Steel work
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10.16.3 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
140
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