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Tender Value
₹36.3 L
EMD Value
₹36,300
Closing Date
28 Jul 2026, 3:30 pm2d left
TIRUPATI URBAN DEVELOPMENT AUTHORITY
Tirupathi
Providing CC drins and CC road in Dornakambala Village at Chandragiri Mandal
960497
20/DM/2026-2027, Dated: 07-07-2026
OPEN - NCB
Civil Engineering Works
TIRUPATHI
9 documents required · 8 mandatory · 1 optional
₹1,285
₹36,300
14 Jul 2026
14 Jul 2026
14 Jul 2026
Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 mekes lead etc., complete engineer in charge
Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge
Sand filling in foundation including cost and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.
Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below
Providing Vibrated Cement Concrete (1:2:4) using 20mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2200 (5th Revision) and as directed by the Engineer-in-Charge for Drain walls.
Vibrated Cement concrete M15 using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision) (For Vent Portion).
Vibrated reinforced cement concrete M 15 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for foundations
Vibrated reinforced cement concrete M 15 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Bed blocks & Backing walls (Sub-structure) With Form work
Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2300 (5th revision ) and as directed by the Engineer-in-Charge for Deck slab /Top Slab
Supply and placing of M25 Design Mix using 10mm HBG crushed metal 0.480 cu.m, 6mm HBG crushed metal 0.320 cu.m, sand 0.400 cu.m and cement 350 kg with water cement ratio of 0.53 (185.50 litres/cu.m of CC) etc., from any source conforming to the relevant ISI standards, including cost and conveyance of all materials such as cement, fine aggregate (sand), coarse aggregate, water, etc., to site and including all operational, incidental and labour charges such as machine mixing, vibrating, laying concrete, curing, including cost of necessary form work, centering charges, shuttering charges, etc., complete with minimum cement content as per IS Code from standard suppliers approved by the department, but excluding cost of steel and its fabrication charges, for finished item of work as directed by the department (APSS No. 402 & 403) for 150 mm thick precast slabs.
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars below 36 mm of Fe - 500/500D 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 overlaps, 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 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).
Vibrated cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.
Providing 12.7 mm thick Mastic pads for Expansion joints etc., complete for finished item of work.
Contraction sawn joint groove (using diamond studded blades) 3 to 5mm wide and 1/4 to 1/3 depth of the slab+ or 5mm or as stipulated in the drawings and dowels bars complying with clause 602.6.5 of specifications for roads and bridge works ( third revision) published at New Delhi in 1995 by IRC on behalf of Government of India, Ministry of surface transport and as detailed in the drawings the contraction joint shall be cut neatly with straight line as soon as the concrete is undergone initial hardening and as hard enough to take the load of joint sawing machine without causing damage to the concrete. The joint sealing compound shall be of hot poured bitumen type having flexibility, resistance shall be in accordance with IS 1834-1984 wih all lead and lift including cost and conveyance of all materials, etc., complete
Construction of Gravel shoulders including cost and conveyance of all materials to work site and spreading in uniform layers by approved means, on prepared surface and compacting with vibratory roller to achieve the desired density at OMC etc., complete for finished item of work as per MoRT&H Specification 401 & 407 (4th revision) and as directed by the Engineer-in-charge.
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BOQ-I.xlsx
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BOQ-II.xlsx
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NIT T&C for CC Drain Dornakambala.doc
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~$T T&C for CC Drainat Nallamanikalva.doc
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