Tirumala Tirupati Devasthanams Tender

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;Note:-Cost of dewatering may be added,where required, up to 5% of labour cost. Assement for dewatering shall be made as per site conditions.

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;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.

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;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 cm thick well compacted including curing, ,machine mixing, cost and conveyance of all materials etc., complete.

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;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/ cu.m 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 Including cost of steel centering, shuttering charges with 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: 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.

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;Note : The design mix shall be got designed by furnishing the information required as per clause 19.1.1 &19.1.2 of IS 456-2000 by the contractor at his own cost and get approved from the competent authority before execution. The cement considered for above M25 grade concrete is 380 kgs/cu.m 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 + or - T.P ( 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.

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;For Footings

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;For Columns upto basement

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;For Plinth Beams

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;For Columns in First floor

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;Providing High Yield Strength deformed (HYSD) / Thermo mechancially treated (TMT) steel bars below 36mm of Fe 500/Fe-500D grade (as per IS 1786 - 2008) of different diameters 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 18 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). Note: Unless otherwise fabrication and placement of steel, no pre-payment shall be made against the supply of steel reinforcement.

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;Providing masonry work in CM (1:6) proportion with fly ash cement solid blocks of size 290x225x140mm with a compressive strength of 50 kg/sqcm -IS 12894-1990-Class -5, inlcuding cost and conveyance of all materials, labour charges, seignorage charges, scaffolding and curing etc complete for superstructure walls as directed during execution

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;Plastering in Cement mortar (1:3) 12 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.

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;Plastering in Cement mortar (1:5) 12 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.

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;Plastering in Cement mortar (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.

Construction of compound wall at North side (near ROB area) of the S.V.Gosamrakshana shala;Painting two coats for new external walls with Acrylic Emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 50 grams/liter of approved brand over a primary coat with ready mixed cement primer for exterior Grade - II (total 3 coats) 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 opertional, incidental, labour charges etc., complete for finished item of work as per SS 911 for external walls.