Development Of Ut Of Puducherry As Tourist Circuit Under Swadesh Darshan Scheme (Coastal Circuit) Of The Ministry Of Tourism, Government Of India” – Development Of Beaches In Puducherry As Tourist Destination - Development Of Beach At Chinna Veerampattina

Development Of Ut Of Puducherry As Tourist Circuit Under Swadesh Darshan Scheme ( Coastal Circuit ) Of The Ministry Of Tourism, Government Of India” – Development Of Beaches In Puducherry As Tourist Destination - Development Of Beach At Chinna Veerampattinam, Puducherry.Sub Work: Providing Approach Road Facilities To Chinna Veerampattinam Road, Puducherry

INR 1050 /-

INR 174042.00 /-

INR 87.02 Lakhs /-

Name of Work: “Development of UT of Puducherry as Tourist Circuit under Swadesh Darshan Scheme (Coastal Circuit) of the Ministry of Tourism, Government of India” – Development of Beaches in Puducherry as Tourist Destination - Development of Beach at Chinna Veerampattinam, Puducherry. Sub Work: Providing approach road facilities to Chinna Veerampattinam Road, Puducherry.
	Sl. No.	Specification	Code No.	Quantity	Units
1	1	Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - depth upto 3m (Ordinary soil).	3.13B	166	cum
2	2	Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material.	4.1A.1	247	cum
3	3	Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 above ground/bed level	7.1A.(MO)	62	cum
4	4	Cement concrete 1:3:6 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and 1.5 metres ground/bed level.	7.1B.(MO)	345	cum
5	5	Reinforced cement concrete m-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering, laid in position	7.4.(MO)	193	cum
6	6	Steel reinforcement for R.C.C. works including bending, binding and placing in position - Thermo Mechanical Treated Bars (TISCON / VIZAG / IISCO / SAIL/JSW) including placing the M30 grade Athees make cover block @ 60cm centre to center	7.6C.(MO)	11.6	Tonne
7	7	Making and filling expansion joints with bitumen filler (bitumen 40 percent, asbestos 5 percent and sand 55%) 12mm wide.	7.22 (MO)	16110	metre/\n c
8	8	Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller,or wooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (payment will be made based on level measurement)	2.27C.1	1018	cum
9	9	Centering shuttering including struttings, propping etc. and removal of form work for foundations, footings, bases for columns. Using steel sheet with M.S.frames	4.3.1	1629	sqm
10	10	6mm cement plaster of mix 1:3 (1 cement : 3 fine sand).	13.16.1	1113	sqm
11	11	Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) - Flush / Ruled pointing.	13.33.1	1755	sqm
12	12	Providing and laying 60mm thick factory made cement concrete interlocking paver blockof M-30 grade made by block making machine with strong vibratory compaction and of approved size and design /shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc.fillng the joints with course sand etc.all complete	16.68	2574	sqm
13	13	Providing and fixing 110mm dia PVC pipe(4kg/cm2) in weep holes including cement concrete 1:5:10( one cement 5 sand and 10 graded stone aggregate)and filling of pebbles etc., as directed by the Engineer-in-charge.	30.8	22	metre
14	14	Supplying with gravel for apron and rivetment.	30.11	458	cum
15	15	Dry stone pitching on slopes to required thickness and profile with hammer dressed granite stones having no side less than 15cum for revetment works, preparing surface etc., complete as directed by the Engineer-in-charge.	30.14	351	cum