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Tender Value
₹59.8 L
EMD Value
₹60,000
Closing Date
27 Feb 2026, 3:00 pmClosed
The Chief Engineer, TTD, Tirupati
O/o The Superintending Engineer-II, 1st floor, Room No.239, T.T.D. Admn. Building, K.T.Road, Tirupati, Chittoor(Dist) Andh
Construction and raising of Compound wall and other miscellaneous works in SV Museum at Tirumala
898153
1017/SE-II/TTD/2025-26
OPEN - NCB
Similar Work
TIRUPATHI
13 documents required · 13 mandatory
₹2,117
₹60,000
14 Mar 2026
13 Feb 2026
13 Feb 2026
Demolishing and disposal of unserviceable materials with in 100 metres lead Unreinforced cement concrete up to 15cm thickness
Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead-R.C.C.work
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-Mechanical means up to 3m depth
Earthwork excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with intial lift of 3 m and lead up to 1000 mt, including trimming bottom and side slopes in accordance with requirements of lines grades and cross sections as per technical specifications clause 302.3.5 MORD/301 MORTH - Mechanical means.
Note: 11. The quality, quantity and availability of rock shall be checked before affording credit.2. In case some rock is issued to the contractor, rate as arrived per cum to that issued extent shall be deducted.3. In case some rock is issued to the contractor at site , the item carriage shall be restricted / reduced to that extent.4.Being small quantity, manual loading will be economical in this case and has been provided accordingly.
Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work. Note: Cost of transportation of good quality earth has not been included. Only labour for carrying carted earth with a lead of 50m to the foundation pits has been taken in the rate. The cost of carted earth / sand may be worked out separately if the same is not available from adjoining area.
Conveyance of excavated surplus earth/debris to a distance 2 kms from the site of work at the place specified by the Engineer-in-Charge including loading and unloading etc., complete as directed 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), 20 mm (0.27Cum) and 12 mm (0.09Cum)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.
Cement Concrete(1:2.5:5) using 20 mm ( 0.54 cu.m) and 12 mm (0.36cu.m) 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 including cost of steel centering, shuttering charges 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 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/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 + T.P ( Either increae 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.
Columns upto Basement
-do for Plinth Beams
Columns for First Floor
Providing High Yield Strength deformed (HYSD)/ Thermo mechanically treated (TMT) steel bars of Fe-500/Fe-500D grade (as per IS 1786 - 1979) 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).
VCC Vertical walls of plane surface (rate is for both sides centering) including open drains of 600MM size and above
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.
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.
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.
Supplying and fixing in position M.S tubes & pipes of all diameters as per ISI 1161 of approved size design including Labour charges for fabricating steel works like wondow grills, compound grills, iron doors, windows including cost of welding rods, power charges and fixing in position including painting the same with Two coats with Synthetic enamel paint over a Primary coat (Red oxide metal primer) (total three coats) of approved make and colour including cost of making the holes into RCC or masonry works and making good the same wherever necessary, including cost and conveyance of all materials, incidental charges etc., complete.
Painting with two coat for new external wall with Acrylic Emulsion paint exterior grade over cement primer for exterior grade-2, 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.
Painting with two coat for new external wall with Acrylic Emulsion paint exterior grade over cement primer for exterior grade-2, 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.
Painting with two coat for new external wall with Acrylic Emulsion paint exterior grade over cement primer for exterior grade-2, 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.
Ornamental brick work with 2nd class bricks in Cm (1:5) (using brick bats and madras terrace bricks), including cost and conveyance of all materials, labour charges, curing, lift charges etc., complete.
First class Ornamental plastering 1" to 11/4" thick with base plastering 1/2" to 3/4" in CM (1:3) and top finishing 1/2" thick with CM (1:2) to bring the required oramentation including fine renderring with neat cement including cost and conveyance of all materials, labour charges, all incidental and operational charges, curing,etc., complete finished item of work inside for external surfaces as per approved drawings and as directed during execution including preparation and fixing of precast pillars wherever necessary (sand of fine varity is to be used).
Supply and fixing of Scaffolding to oranamental and sculpture works including cost and conveyance of all materials such as casurina poles, bamboos, country wood planks, nails and coir puri to provide working plat form covered with coconut leaves mats, to protect the working item from sun rays and rains and also provided ladder up to roof level strongly. After completion of work scaffolding should be removed carefully as directed during execution etc., complete.
Rupees Fifty Nine Lakh(s) Seventy Nine Thousand Six Hundred Sixty And Paise Forty One Only
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