Directorate Of RD PRIS And ULBS Tender
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Directorate Of RD PRIS And ULBS Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Oct 2021
Closing Date8 Nov 2021
Tender Amount₹ 14,22,982
Costs
EMD
Refer DocumentsDocument Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RDPRI_2740_2Bid Award Id
ViewTender No
EE/PRI/SAD-I/RR/2020-21/1098Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
30.51
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1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
5.24
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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 :
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
5.73
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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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
0.56
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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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
7.48
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Centering and shuttering including strutting, propping etc. and removal of form for :
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Foundations, footings, bases of columns, etc. for mass concrete
100.3
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Columns, Pillars, Piers, Abutments, Posts and Struts
28.91
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Suspended floors, roofs, landings, balconies and access platform
28.6
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
31.13
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
1358.35
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12 mm cement plaster of mix :
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1:4 (1 cement: 4 fine sand)
98.26
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Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
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G.I. pipes
330.48
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Finishing walls with water proofing cement paint of required shade :
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New work (Two or more coats applied @ 3.84 kg/10 sqm)
98.26
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
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Two or more coats on new work
14.61
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Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge.
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50 mm dia PVC pipe
41.8
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Carriage of materials by manual labour including loading, unloading and stacking of an average lead of 200.00 meters.
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Cement
14
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Stone aggregate 40 mm nominal size and above
34
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Sand, stone aggregate below 40 mm nominal size
35.5
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Steel
1.4
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Construction of Coffer dam with base width 4.00 mtrs, top width 3.00 mtrs & 3 m height above ground level in the nallah side of the structure to prevent water from entering the site with suitable materials like jungle ballies drum sheets etc on both side and filling non pervious soil in between with proper compaction. The coffer dam should have strength to withstand the water pressure during flood including bailing out water continously during construction if structure including dismantling the coffer dam fter completion of work.
32
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Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete. cum 794.65 Note For Item No. 5.31:- The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub - soil water conditions.
6.95
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Extra rates for quantities of works, executed: Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored.
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In or under water and/or liquid mud, including pumping out water as required
75
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