Construction of Ornamental Arch at Sri Prasana Venkateswara Swamy Temple at Entrance of the road leading to temple from Thondanamanapuram Tirupati District

Earthwork excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all Operational, incidental ,labour charges such as shoring, sheeting, planking, strutting etc., complete for finished item of work.Ordinary soil-Manual means upto 3m depth

Conveyance of excavated surplus earth /debris to a distance 2 KMS from the site of work at at a place specified by the engineer in charge including loading and unloading etc., complete as directing during execution.

Filling of foundations and basement with best river sand in layers of not more than 15 cms. thick each well watered to saturation and consolidated including cost and conveyance of all materials, incidental charges etc., complete.

Cement Concrete (1:4:8) using 40 mm ( 0..54 Cum), 20mm (0.27 Cum) and 12 mm (0.09 Cum) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for foundations etc., laid in layers of not more than 15 cms thick well compacted including curing, ,machine mixing,cost and conveyance of all materials etc., complete.

Supply and placing of M 25 Design Mix Concrete corresponding to IS 456 using concrete mixer using of 20 mm HBG crushed metal 0.530 cum (707 kgs),. 10 mm HBG crushed metal, 0.362 cum (471 kgs) , sand 0.407 cum (616 kgs.) and cement 380 kgs with water cement ratio of 0.48 ( 182.40 ltrs/ cum of CC)etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, vibrating, laying concrete, curing etc., complete with cement from standard suppliers approved by the department but in cluding cost of centering,shuttering charges using Steel scaffolding pipes, jack Props, Wallers, Foot Plates, brackets , steel centering plates.etc. and excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402). NOTE: The design mix shall be got designed by the contractor at his own cost and get approved from the competent authority before execution. The cement for M25 grade concrete is 380 Kg./Cum and the rate is arrived accordingly in the estimate. After the mix is designed and approved. If there is any variation in the quantity of cement , over the cement content adopted in the estimate, the same will be considered and paid recovered at estimate rate + tender percentage (Either increase or decrease in quantity adopted in the estimate) Payment will not be made for variation in the quantity of other materials such as coarse & fine aggregates).

-do- Rafts and clolumn footings

- do - Colums in First floor

- do - Colums in Second floor

-do- beams in Second floor

RCC M 20 Design mix using of 20 mm HBG crushed metal 0.480 cu.m, 10 mm HBG crushed metal, 0.32 cu.m, sand 0.400 cu.m and cement 350 kgs with water cement ratio of 0.53 ( 185.50 ltrs/ cu.m of CC) etc.,horizontal plain sunshades or lofts projecting from the face of the wall 65mm average thickness,80mm thick at the face of the wall and 50mm thick at the free end and cast monolithically with the lintels or tailed to the full thickness of the wall where there are no lintels using 20mm size graded machine crushed hard granite metal (coarse aggregate) from any source conforming to the relevant ISI standards including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing , etc.,complete, but including cost of centering charges using Steel scaffolding pipes, jack Props, Wallers, Foot Plates, brackets , steel centering plates.etc. and excluding cost of steel and its fabrication charges for finished item of work. Note: Measurement boxes shall be used for measuring the quantities of cement aggregate and water required for the given concrete mix if mixing is done by volume mixing.

-do- RCC m20 design mix ornamental cove cornice or lofts with 0.60 m width using 20mm graded HBG crushed metal.

Providing High Yield Strength deformed (HYSD)/ Thermo mechancially treated (TMT) steel bars of Fe-500/Fe500D/Fe550 grade (as per IS 1786 - 1979) of different diametres for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap splicing with binding wire of 20 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars including all wastages such as over laps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS NO.126) (In the absence of 18G binding wire, 2 nos of 20G binding wire in tandem are to be strictly adhered).

Construction of Brick Masonry in CM(1:6) using well burnt Bricks 2nd class or ground moulded (Non- modular or traditional size) (230 x 110 x 70 mm)including curing, cost and conveyance of all materials as directed during execution and complying with standard specifications etc., complete.

Ornamental brick work in CM(1:5) with 2nd class or ground moulded (Non modular or traditional size) from cherlo palli kilns(230x110x70 mm ) in cement mortar (using brick bats and Madras terrace bricks), including cost and conveyance of all materials, labour charges,curing, lift charges etc., complete.

In Second floor

First class Ornamental plastering 1" to 1 1/4" thick with base plastering 1/2" to 3/4" in C.M (1:3) and top finishing 1/2" thick with C.M(1:2) to bring the required ornamentation including fine rendering with neat cement including cost and conveyance of all materails labour charges ,all incidental & operational charges,curing etc., complete finished item of work in site for external surfaces as per approved drawing and as directed during execution including preparation and fixing of pre -cast pillars, whereever necessary( sand of fine variety is to be used.) First class.

In Second Floor

Plastering in CM (1:5) 20 mm thick using best river sand from approved quarry including cost and conveyance of all materials, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complete

In Second floor

Providing cement vigrahams using cement, fine sand, iron bars mesh, brick bats, flat tile pieces etc., including cost and conveyance of all materials, labour charges etc., complete. (Two hands, four hands, six hands and eight hands up to 6' - 0" height) Standing posture.

4 hands standing posture 4'-0" to 6'-0"

2 hands standing posture 4'-0" to 6'-0"

4 hands sitting posture posture 4'-0" to 6'-0"

Supplying and fixing of scaffolding to structure ornamental works and sculptureworks including cost and conveyance of all materials such as Casurino Poles, Bamboos, country wood planks, nails and coir puri to provide working plot form covered with coconut leaves mats to protect the working item from sun rays and rains and also provided ladder upto roof level strongly . After completion of work scaffolding should be removed carefully as directed during the execution etc., complete.

upto 20'-0" height

Above 20'-0" to 30'-0" height

Above 30'-0" to 45'-0" height

Painting two coats over a primer (total three coats) with Acrylic emulsion exterior Grade Acrylic Emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 50 grams/liter of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work as per SS 911 for external walls.