Construction of Check Dam across Vattamalaikarai Odai in SF no. 1163 of Veeranampalayam village near Kattunayakkan palayam in Kangeyam Taluk of Tirupur District.

Amount

Clearing the light jungle and destroying the same effectively, complete complying with standard specification and as directed by the departmental officers.

Earthwork Excavating in all soils except Hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100m deploying earth moving machinery and tippers including benching, formation of bund breaking clods, sectioning etc., Complete as direct by the Departmental Officers. Open excavation(Upto DBL + Below DBL)

Earthwork Excavating and deposting on banks with initial lead of 10m and lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders as per S S 20 B. complete complying with standard specification and as directed by the departmental officers. (For foundation)

Earth work open well excavation complying with relevant clauses of T.N.D.S.S. with lead upto 10m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil - first depth of 0 to 2m

Earth work open well excavation complying with relevant clauses of T.N.D.S.S. with lead upto 10m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil - first depth of 2 to 3m

Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10m in soft disintegrated rock, laterite, soft rock or kankar not requiring blasting - first depth of 2 metre.

Extra watering and consolidation by power roller including hire charges etc., complete complying with standard specification and as directed by the departmental officers. with earth available at site (Bund Formation)

Earthwork in all soils except hard rock requiring blasting and conveying earth with all leads and lifts for formation of bund with a lead of 0km to 100km deploying earth moving machinery and tippers including benching, formation of bund, breaking clods, sectioning etc., complete and closing breaches for extra watering and consolidation by power roller including hire charges etc., complete complying with standard specification and as directed by the departmental officers. with lead of 8km (Bund Formation)

Providing and laying Plain Cement concrete of M10 grade (Design Mix) using 40mm HBGS jelly (well graded) confirming to IS specified grading (to produce concrete of the specified grading and characteristic strength of 10N/mm2 at 28 days) and mixing the ingredients by mixer machine including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts,compacting and finishing the surface, watering, curing etc.,complete complying with standard specifications and as directed by the departmental officers

Providing and Laying in position, Plain Cement concrete M 15 grade (Design Mix) using 20mm HBGS jelly to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15 N/mm2 at 28 days) including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. Below ground level upto 1.50m

Providing and Laying in position, Plain Cement concrete M 15 grade (Design Mix) using 20mm HBGS jelly to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15 N/mm2 at 28 days) including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. Below ground level 1.50m to 4.50m depth

Providing and Laying in position, Plain Cement Concrete of M 15 grade (Design Mix) with well graded aggregates and the maximum nominal size of HBGS jelly of 40mm and down graded (60% of 40 mm and 40% of 20mm) confirming to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15N/mm2 at 28 days) including dewatering by bailing/ pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting, and finishing the surface, watering, curing, for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. Below ground level upto 1.5m

Providing and Laying in position, Plain Cement Concrete of M 15 grade (Design Mix) with well graded aggregates and the maximum nominal size of HBGS jelly of 40mm and down graded (60% of 40 mm and 40% of 20mm) confirming to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15N/mm2 at 28 days) including dewatering by bailing/ pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting, and finishing the surface, watering, curing, for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. Below ground level 1.5m to 4.5m depth

Providing and Laying in position, Plain Cement Concrete of M 15 grade (Design Mix) with well graded aggregates and the maximum nominal size of HBGS jelly of 40mm and down graded (60% of 40 mm and 40% of 20mm) confirming to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15N/mm2 at 28 days) including dewatering by bailing/ pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting, and finishing the surface, watering, curing, for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. Above ground level upto 4.50 m depth

Providing and laying in position, standardised Reinforced cement concrete Mix M-20 Grade(Design mix) in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with above (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing,etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).

Providing steel centering for cement concrete block,column,footing,pedestal,plinth beam, grade beam etc., which require nominal strutting etc., using MS sheets 10 gauge thick of size 90cm x 60cm stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak joists of size 10cm x 6.5cm spaced at 90cm c/c duly supported and removing the strutting after specified period without damaging the concrete laid complete complying with standard specification and as directed by the departmental officers.Scaffolding and centering charges for the structural components is including the cost and conveyance of all material to the site including all labour charges and incidental charges etc., complete complying with standard specifications and as directed by the Engineer in charge. For surfaces below ground level

Providing steel centering for cement concrete block,column,footing,pedestal,plinth beam, grade beam etc., which require nominal strutting etc., using MS sheets 10 gauge thick of size 90cm x 60cm stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak joists of size 10cm x 6.5cm spaced at 90cm c/c duly supported and removing the strutting after specified period without damaging the concrete laid complete complying with standard specification and as directed by the departmental officers.Scaffolding and centering charges for the structural components is including the cost and conveyance of all material to the site including all labour charges and incidental charges etc., complete complying with standard specifications and as directed by the Engineer in charge. For surfaces above ground level upto 3m

Providing steel centering for cement concrete block,column,footing,pedestal,plinth beam, grade beam etc., which require nominal strutting etc., using MS sheets 10 gauge thick of size 90cm x 60cm stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak joists of size 10cm x 6.5cm spaced at 90cm c/c duly supported and removing the strutting after specified period without damaging the concrete laid complete complying with standard specification and as directed by the departmental officers.Scaffolding and centering charges for the structural components is including the cost and conveyance of all material to the site including all labour charges and incidental charges etc., complete complying with standard specifications and as directed by the Engineer in charge. For surfaces above ground level over 3m

Providing steel centering for cement concrete block,column,footing,pedestal,plinth beam, grade beam etc., which require nominal strutting etc., using MS sheets 10 gauge thick of size 90cm x 60cm stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak joists of size 10cm x 6.5cm spaced at 90cm c/c duly supported and removing the strutting after specified period without damaging the concrete laid complete complying with standard specification and as directed by the departmental officers.Scaffolding and centering charges for the structural components is including the cost and conveyance of all material to the site including all labour charges and incidental charges etc., complete complying with standard specifications and as directed by the Engineer in charge. Circular centering.

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS 456:2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350kg/cu.m and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5cu.m) 7730kg of 20mm machine crushed stone jelly and with about (3.3cu.m) 5156kg of 10-12mm machine crushed stone jelly and about (4.79cu.m) 7670kg of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, without claiming extra, etc., complete complying with standard specification and as directed by The Departmental Officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by The Department for the excess usage of materials). Below GL (0 to 1.5m)

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS 456:2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350kg/cu.m and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5cu.m) 7730kg of 20mm machine crushed stone jelly and with about (3.3cu.m) 5156kg of 10-12mm machine crushed stone jelly and about (4.79cu.m) 7670kg of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, without claiming extra, etc., complete complying with standard specification and as directed by The Departmental Officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by The Department for the excess usage of materials). Below GL (1.5 to 4.5m)

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS 456:2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350kg/cu.m and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5cu.m) 7730kg of 20mm machine crushed stone jelly and with about (3.3cu.m) 5156kg of 10-12mm machine crushed stone jelly and about (4.79cu.m) 7670kg of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, without claiming extra, etc., complete complying with standard specification and as directed by The Departmental Officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by The Department for the excess usage of materials). Above Ground Level

No Fine Cement Concrete CC 1:4 using 20 mm gauge hard broken granite stone jelly for all Concrete items complete complying with standard specification and as directed by the departmental officers- Foundation and basement.

Supplying and laying of Loose Boulders of size more than 30cm and weigh more than 40kg for downstream launching apron complying with the standard specification and as directed by the departmental officers.

Rough stone dry packing for Revetment using new hard granite stones obtained from approved quarries including cost of wedges for filling the gaps, including cost and conveyance of all materials and all labour charges etc.,complete complying with standard specification and as directed by the departmental officers.

Supplying, fabricating & placing in position mild steel / ribbed tor steel grills for all RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification and as directed by the Departmental Officers.

Supplying and filling in foundation, basement, inverted sand filter, etc., with filling sand in layers of not more than 15cm thick well rammed, watered and consolidated, etc., complete complying with standard specification and as directed by the Departmental Officers.

Supplying and filling in inverted sand filter, etc., with graded metal of size 20 to 40mm hard broken granite stone jelly and complying with standard specifications and as directed by the Departmental Officers.

Supplying and filling of gravel in between gaps of CC blocks including conveyance, loading and unloading charges and all other incidental charges laying, watering etc., complete complying with standard specification and as directed by the Departmental Officers.

Bailing out excess water during the excavation of open well. Hire charges for diesel pump set above 3HP to 7.5HP Rate as per TWAD BOARD S.O.R. 2024 - 25 Item No. 18(l).

Supplying and fixing PVC pipes of size 75mm dia with ISI standards (6kg/cm2) for providing pressure relief holes(weep holes) including labour charges for fixing etc., Complete complying with standard specifications and as directed by the departmental officers.

Supplying and fixing PVC water bar 150mm width with single bulb in postion including fixing cost and coveyance of all materials to the work site complete complying with standard specification and as directed by the Departmental officer.

Supplying and fixing Bitumen felt 15mm thick pad for joints in the walls at 25m intervals including all labour charges, conveyance charges for fixing etc,. Complete complying with standard specifications and as directed by the departmental officers.

Drilling of 150 mm bore wells in hard rock areas to the required depth as directed by the departmental officers including labour charges for inserting casing pipes assembly in the drilled holes, if necessary grouting the casing pipe etc., including transportation charges for the rigs and supporting vehicles from one place to another place (the casing pipe has to be supplied by the contractor at the rates noted in a separate item) Rate as per TWAD BOARD SOR 2024-25 .Item no.11 (Rates of Miscellaneous)

Supplying and erection of PVC slotted pipe for bore wells of size 140mm diameter of best approved quality with ISI mark with necessary PVC coupling etc., complete complying with standard specifications.

Supplying and fixing of suitable end cap for bore wells of 140mm dia PVC pipes complete complying with standard specification and as directed by the Departmental Officers.

Supplying and filling in recharge shaft, with graded metal of size 40mm hard broken granite stone jelly and complying with standard specifications and as directed by the Departmental Officers.

Supplying and fixing M.S.Grill for recharge shaft in 3.30 m diameter using ISA 50 x 50 x 6mm angle for alround frame and 12mm x 12mm square rod in 150mm center to center spacing in both directions and weld mesh 7.5 x 2.5 cm - 10 Gauge weld to frame alround etc., including Anchor rod using ISA 50 x 50 x 6mm for fixing in to conrete 1.50m interval 300mm depth including all welding charges, transporting charges fixing charges and one coat Zinc Chromet red oxide primer for iron grills and weld mesh etc., complete complying with standard specification and as directed by the departmental officers

Painting iron works 2 coats with enamel paint including cost of paint etc., complete complying with standard specification.

Refilling with excavated soil (other than sand) for filling in foundation and basement complete complying with standard specification and as directed by the Departmental Officers.

Supply of earth with a lead of 8km and conveying by lorries with a local lead and stacking them for premeasurement and including spreading, consolidating, etc., complete complying with standard specification.

KVCS CONSTRUCTIONS COMPANY (BID ID -1178968)

CHITRAHEM CONSTRUCTION COMPANY (BID ID -1178525)