Renovation of Kanjampatty Tank in Thiruchuli Block in Aruppukottai Taluk of Virudhunagar District.

Amount

Clearing Juliflora jungle without uprooting

Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of brick or stone masonry in Cement Mortar walls under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications.

Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of plain Cement Concrete etc, complete as directed by the Engineer in charge of works and as per the technical specifications.

Earthwork deploying earth moving machinaries for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearence etc complete having a width more than 10m.

Earth Works for formation of bund with watering & Consolidation Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0-100m deploying earth moving machineries and tippers including benching, formation of bunds, breaking clods sectioning, compaction with Power roller etc., completeRate for 1m3 of Earthwork for Tank Bund Formation (With watering & Consolidation)

SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting.Rate for 1m3 of Earthwork excavation for foundation without narrow cutting

Earthwork for foundation MR & DMR - (Not Requiring Blasting) excavating and depositing on bank with initial lead of 10m & initial lift of 2m in medium rock and dense medium rock not requiring blasting depositing on bank including shoring strutting and bailing out water wherever necessary, well rammed consolidated and depositing the surplus earth in places as shown by the departmental officers etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. (BRIDGE)Rate for 1m3 of Earthwork excavation for foundation with narrow Cutting

Earthwork excavation for foundation Earth work Excavaction for foundation in hard stiff clay,stiff black cotton soil, Hard red earth, shales, murrams, gravel, stoney earth and earth mixed small size blouders and hard grvelly soil depositing on bank including shoring strutting and bailing out water wherever necessary, well rammed consolidated and deposting the surplus earth in places as shown by the depar tmental offices with an initial lead of 10metres and initial left of 2 metres and clearing, levelling the site etc., complying with standard specification and as directed by the departmental officers. Rate for 1m3 of Earthwork excavation for foundation with narrow Cutting

Earthwork excavation for foundation Earth work Excavaction for foundation in hard stiff clay,stiff black cotton soil, Hard red earth, shales, murrams, gravel, stoney earth and earth mixed small size blouders and hard grvelly soil depositing on bank including shoring strutting and bailing out water wherever necessary, well rammed consolidated and deposting the surplus earth in places as shown by the depar tmental offices with an initial lead of 10metres and initial left of 2 metres and clearing, levelling the site etc., complying with standard specification and as directed by the departmental officers. Rate for 1m3 of Earthwork excavation for foundation without narrow cutting

Refilling with excavated earth (other than sand) with watering and consolidation using hand roller complying with standard specification

P.C.C. - M15 - 40mmProviding and placing Plain Cement Concrete M 15 grade using well graded aggregates of nominal maximum size of 40mm and downgraded to I.S specified grading ( To achieve the specified charaterstics strength of 10N/mm² in 28 days ) and mixing the ingredients in approved mixer including dewatering of the placement site by bailling / pumbing and diverting wharever necessary, placing concrete in layers, watering, curing, finishing the surface with all leads and lifts etc., complete as directed by the Engineer in charge of works and as per the technical specifications.Rate for Laying 1m3 of M-15 Grade Concrete (Without Vibration) - 40mm HBGS

P.C.C. - M15 - 60% 40mm & 40% 20mmProviding and placing Plain Cement oncrete M 15 grade (1:2:4) using well graded aggregates of nominal maximum size of 60% of 40mm and 40% of 20mm I.S specified grading ( To achieve the specified charaterstics strength of 10N/mm² in 28 days ) and mixing the ingredients in approved mixer including dewatering of the placement site by bailling / pumping and diverting wharever necessary, placing concrete in layers, watering, curing, finishing the surface with all leads and lifts etc., complete as directed by the Engineer in charge of works and as per the technical specifications.Rate for Laying 1m3 of M-15 Grade Concrete (With Vibration) - 60% 40mmHBGS. & 40% 20mm HBGS

P.C.C. - M15 - 20mmProviding and placing Plain Cement oncrete M 15 grade (1:2:4) using crusher broken hard coarse aggregate (well graded) of nominal maximum size of 20mm and downgraded to I.S specified grading (To achieve the specified characteristic strength of 15N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary, placing concrete in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete as directed by the Engineer in charge of works and as per the technical specifications.Rate for Laying 1m3 of M-15 Grade Concrete (with Vibration) -20mm HBGS

P.C.C. - M15 - 20mmProviding and placing Plain Cement oncrete M 15 grade (1:2:4) using crusher broken hard coarse aggregate (well graded) of nominal maximum size of 20mm and downgraded to I.S specified grading (To achieve the specified characteristic strength of 15N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary, placing concrete in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete as directed by the Engineer in charge of works and as per the technical specifications.Rate for Laying 1m3 of M-15 Grade Concrete (without Vibration) - 20mm HBGS

P.C.C. - M20 - 20mmProviding and placing Plain Cement oncrete M 20 grade (1:1½:3) using crusher broken hard coarse aggregate (well graded) of nominal maximum size of 20mm and downgraded to I.S specified grading (To achieve the specified characteristic strength of 20N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary, placing concrete in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete as directed by the Engineer in charge of works and as per the technical specifications.Rate for Laying 1m3 of M-20 Grade Concrete (with Vibration) -20mm HBGS

P.C.C. - M20 - 20mmProviding and placing Plain Cement oncrete M 20 grade (1:1½:3) using crusher broken hard coarse aggregate (well graded) of nominal maximum size of 20mm and downgraded to I.S specified grading (To achieve the specified characteristic strength of 20N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary, placing concrete in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete as directed by the Engineer in charge of works and as per the technical specifications.Rate for Laying 1m3 of M-20 Grade Concrete (without Vibration) - 20mm HBGS

P.C.C. - M30 - 20mm for Wearing Coat (Bridge)Providing and placing Plain Cement Concrete M 30 grade using hard well graded aggregates with the nominal maximum size of coarse aggregate of 20mm; weigh batching the ingredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 25N/mm2 at 28days) including dewatering of placement site by bailing/pumping and by diverting wherever necessary laying the concrete in layers and in bays, Vibrating, compacting and finishing, adequate water curing so as to attain the profile and strength specified in the approved drawing and specifications etc, complete as directed by the Engineer in charge of works and as per the technical specifications.Rate for Laying 1m3 of M-30 Grade Concrete (without Vibration) - 20mm HBGS (Bridge)

R.C.C - M30 - 20MMReinforced cement concrete M30 grade for works with well graded hard aggregatges and the nominal maximum of coarse aggregate of 20mm gauge weigh batching the ingredients and mixing the approved mixtures by batching plant (to produce concrete of specified characteristic strength of 20N/mm2 at 28 days) including dewatering of placement site by bailing by pumping and by diverting where ever necessary laying the concrete in layer s and bays, vibrating , compacitng and finishing the surface water curing so as to attain the profile and strength specified in the approved drawing and specification and excludingthe cost of component for providing rigid and smooth centering and shuttering where ever necessary for various depth below the ground levels and various height above the ground levels as per th direction of the Engineer complete in all respect but excluding cost and placing of reinforced grill in position complying with standard specifications. Rate for Laying 1m3 of M-30 R.C.C. Grade Concrete (with Vibration) -20mm HBGS

Supplying, fabricating and placing in position of HYSD ( High Yeild Strength ) bars for all reinforced cement concrete works including cost of binding wire, steel rods, conveyance charges and labour charges etc., complete, complying with standard specifications and as directed by the Engineer in charge of work

Supplying and erecting water tight steel centering for sides and soffits including necessary supports and shuttering including strutting for retaining wall and all RCC works such as column, footing, plinth beam, etc., upto 3.29m height and all cross bracings using mild steel BG 10 sheets of size 90cm x 60cm gauge stiffeded with welded mild steel angles of size 25x25x3mm for boarding laid over silver oak ( country wood ) joits of size 10x6.5cm spaced at about 90cm centre to centre and suitably supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre including cost of materials etc., complete complying with standard specification as directed by the departmental officers the payment for centering shall be given after the concrete is laid and the retrived materials should be taken back the contractor.Rate for erecting 1m2 of water tight steel centering with Strutting

Supplying and erecting water tight steel centering for sides and soffits including necessary supports and shuttering including strutting for retaining wall and all RCC works such as column, footing, plinth beam, etc., upto 3.29m height and all cross bracings using mild steel BG 10 sheets of size 90cm x 60cm gauge stiffeded with welded mild steel angles of size 25x25x3mm for boarding laid over silver oak ( country wood ) joits of size 10x6.5cm spaced at about 90cm centre to centre and suitably supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre including cost of materials etc., complete complying with standard specification as directed by the departmental officers the payment for centering shall be given after the concrete is laid and the retrived materials should be taken back the contractor.Rate for erecting 1m2 of water tight steel centering without Strutting

Rough stone dry packing for revetment and apron using available Hard granite stones obtained from approved sources including the cost of new wedges for filling the gaps etc, complete as directed by the Engineer in charge of works and as per the technical specifications.Rate for 1m3 Rough Stone Dry Packing (Using old Stones)

Supplying demarcation R.C.C. pre cast posts in Cement concrete of grade M20 with well graded aggregates and the nominal maximum size of coarse aggregate of size 20 mm of size 0.15 x 0.15 x 1.20 M and fixing the post 40 Cm depth below ground level, the post includes using 4 numbers of 10 mm RTS main rod to a length of 1.325 M, using 8 mm MS 10 numbers as strips with steel centering and painting the post with enamel paint to a height of 0.80 M around the post etc. complete and conveying the post to the site of demarcation boundary such as tank bund and foreshore including earth work excavation for foundation in HSC having the base plain cement concrete of 10 cm of grade M10 concrete using hard blue granite broken stone of 40mm , complete as directed by the Engineer in charge of works and as per the technical specifications.

Gravel packing for apron and revetment of 15cm thick including the cost of gravel at site of work, mixing with water so as to form into stiff plastic balls and laying and finishing etc., complete complying with standard specification.

Supplying , Laying and fixing in position of R.C.C. Hume pipes of NP3 class of 900mm Dia with suitable collars including labour charges and jointing materials etc., complete complying with standard specification and as directed by the departmental officers complying with standard specification and as directed by the departmental officers 900mm dia Hume pipe NP3

Providing and fixing weep holes of 110mm dia PVC pipes of working pressure 4 kg/sqcm to required length for protection walls, abutments and wingm walls etc, including cost of conveyance of all materials to work site including cost of labour charges for 90cm spherical back fill arrangements with 110mm dia and 20mm size hard granite broken stone charges at the peripery, the labour charges or fixing and to drain the backfill etc., complete complying with standard specification as directed by the departmental officers.

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. -1 Sqm

Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete

Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 300mm beyond the bottom of deck slab as shown in the drawing, including costand conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision)

K A I G CONSTRUCTIONS PRIVATE LIMITED (BID ID -1364059)