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Road Development In Civil Town Ship At Y, Bb, Aa, Cc, Hh, Gg, Ff, E, Dd, Ccc, Ee, Jj, Iii, Vvv, A4, B4, V3, Uuu, Tttt, Vvv Works, rourkela-Odisha

Municipal Corporation-MC has published Road Development In Civil Town Ship At Y, Bb, Aa, Cc, Hh, Gg, Ff, E, Dd, Ccc, Ee, Jj, Iii, Vvv, A4, B4, V3, Uuu, Tttt, Vvv Works. Submission Date for this Tender is 23-05-2022. Road Work Tenders in rourkela Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

32210965
Road Development In Civil Town Ship At Y, Bb, Aa, Cc, Hh, Gg, Ff, E, Dd, Ccc, Ee, Jj, Iii, Vvv, A4, B4, V3, Uuu, Tttt, Vvv Works
Open Tender
Indian
Odisha
rourkela
23-05-2022

Tender Details

Road Development In Civil Town Ship At Y, Bb, Aa, Cc, Hh, Gg, Ff, E, Dd, Ccc, Ee, Jj, Iii, Vvv, A4, B4, V3, Uuu, Tttt, Vvv Works

Key Value

Document Fees
INR 11200 /-
EMD
Refer document
Tender Value
INR 56.53 Lakhs /-

BOQ Items

Name of Work: DEVELOPMENT IN CIVIL TOWNSHIP AT ROURKELA PACKAGE 12 Y2 TO Y19, BB1, BB10, BB20, BB31, AA1, AA2, Z1 TO Z12, PACKAGE 14CC13, CC14, HH19, HH20, GG16, GG17, FF16, FF17, EE19, EE20, DD13, DD16, CCC7, CCC1 TO 6, E11 TO 20 , PACKAGE 15 FF1 TO FF16 , EE1 TO EE19 ,JJ1,JJ16 , PACKAGE 16 III1 TO 13, VVV1 TO 9 , PACKAGE 18 AAAA8 TO 14, BBBB4, BBBB5, VVV9, VVV10, WWW10 TO 18 III1, III26, PACKAGE 19 ROAD RENOVATIONUUU1 T O 7,TTTT16 TO 25, PACKAGE 20 ROAD RENOVATIONUUU1, UUU14, BBBB1 TO 4, VVV10 TO 19.
Sl. No. Item Description
1Earth work in hard soil in f & p or gravelly soil within 50 M initial lead and 1.5 M initial lift including rough dressing and breaking clods to maximum 5cm to 7cm. And laying in layers not exceeding 0.3 M in depth and as per direction of the Engineer-in-charge.
2Supplying and filling in foundation and ditches with sand well watered and rammed in layers not exceeding 23 cm in depth with all lead and lift including cost, conveyance, loading and unloading , royalties and taxes of all materials and cost of all labour, sundries. T & P required for the work etc complete in all respect as per direction of Engineer incharge.
3Providing & laying plain cement concrete 1:4:8 ( 1 cement 4 coarse and 8 graded stone aggregate fo 40 mm nominal size) in foundation and pinth including cost of hoisting, lowering laying concrete, ramming , watering and curing etc. complete to required levels laid in layers not exceeding 15cm thick including cost. Conveyance, loading and unloading, royalties and taxes all materials and cost of all labours, sundnes, T & P required for the work complete including dewatering if required as epr instruciton of Engineer-in- charge.
4Scarifiyingmetalled( Water Bound ) Road Surace includingDisposal ofrubbish,Lead upto 50 m and consolidation of the aggrrgatereceived fromscarifying with power road rollerof8 to 10 mm Tonne Capacity
5Providing,Laying spreading and compacting graded stone aggregate to wet mix Macadam Specification including premixing the materials with water at OMC in Mechanical Mix plant,Carriage of mixed material by tibberto site,Laying in uniform layers with paver in sub base / base course on weell prepared surface and compacting with vibratory riller to achieve the desired density as per Clause 406 of MoSRT & H Specifications for Road& Bridge Wworks ( 4th Revision (
6Bitumanus Portion( 100 % )
7Cleaning the exsting BT surface with removal of foreignn material with broom or soft brushes and finally dusting with old gunny bags or compressed air to receive bituminus etc
8Providing and applying Primerwith bitumen emulsion on prepareed surface of granular base including clearing of the road surface and spraying primer @ 0.60 kg / sqm using mechanical means as per cluse 502 of MoSRT & H srecification for road & bridge works. unit -sqm. Taking out put - 3500 sqm
9Providing and applying Tackcoat with bitumen emulsion on prepareed surface of granular base including clearing of the road surface and spraying primer @ 0.20 kg / sqm using mechanical means as per cluse 502 of MoSRT & H srecification for road & bridge works. unit -sqm. Taking out put - 3500 sqm
10Providing and laying bitumenious macadam with hot mix plant using crushed agreegates of specified grading premixed with bituminious binderof 60/70 penetrationgrade of bitumen transported to site, laid over a previously prepa- red surface with hydrostatic paver finisher with sensor control to the required grade, level & alignment & rolling with smooth wheeled, vibratory & tendem roller to achive the desire compaction as per clausem - 504 of MoRT&H Specification for road & bridge works ( 4th Revision )
11Providing & Layinglaying semi dense bituminous concrete with batch type hot mix plant using crushed agreegate of specific grading,premixed witrh bituminous blinder of 60/70 penetration grade of bitumen transported to site,laid over a previously prepared surface with hydrodtatic sensor paver finisher to the required grade,level&allignment rolling with smooth wheel,vibratory&tendem rollers to achieve the desired compaction.
12Road marking with hot applied Thermoplastic compound with reflectorising glass beads on Bituminous Surface
13Providing and laying at or near ground level factory made kerb stone of M-30 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
14Providing and laying at or near Road level factory made Road Kerb drain of M-30 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. Road Cutter shall be approved by Engineer-in-charge).
15Providing & laying factory made cement concretepaver block of 60mm thick and M-30 grade of concrete of required strength, thickness & size/shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50mm thick compacted bed of coarse 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 including cost of all materials, labour, labour cess, royalties, conveyance, applicable taxes and T&P etc, complete
16Cost of Information Piller
17Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001
18Providing and fixing of Road Stud 100 x 100 mm Dia cat"seye of aluminium,resistance to coresive effect of salt & grit fitted with lense refeloctors,Installed in asphaltic surface by drilling hole 30 mm up to depth of 60 mmetc.
19Painting two coats with Enamal paint of any approved Make of Yellow and block colour on finished Concerte Surface. ( On Road Surface )
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