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Tender Value
₹27.7 L
EMD Value
₹27,669
Closing Date
17 Jun 2026, 4:30 pm
Sri Malleswara Swamy Temple, Polathala, Ganganapa
Sri Polathala Malleswara Swamy Temple, Polathala (V), Pendlimarry (M), Kadapa District
Construction of PPGL shed for Kalyana Katta relating to Sri Polathala Malleswara Swamy Temple, Polathala (V), Pendlimarry (M), Kadapa District
942368
Q/COE/534/2026-2
OPEN - NCB
Civil Works
YSR
6 documents required · 5 mandatory · 1 optional
₹980
₹27,669
2 Jun 2026
2 Jun 2026
2 Jun 2026
Earth work excavation and depositing on banks with an initial lead of 10m and initial lift of 2m in soils like in rock like shales, ordinary gravel and rock like shales, ordinary gravel stoney earth and earth mixed with fair sized boulders etc completewhich do not require blasting etc., complete for foundations as per APSS No.308
Sand with filling sand from approved sources in layers not exeeding 15 cm thick, consolidating each deposited layer basement with Sand with watering and ramming with heavy rammers including all water leads, including charges for all operations, incidential, labour charge as per APSS-310
Plain Cement Concrete ( 1:4:8 ) proportion using 40mm size HBG metal from approved quarry including cost, seigniorage, conveyance of all material from approved source and all labour charges, curing, centering etc. complete for levelling Course Concrete. As per APSS 402
R.R. Masonry in CM ( 1: 6 ) using rough stone approved quarry including cost, seigniorage, conveyance of all material like cement, sand, granite stone water etc to work site from approved source and all labour charges, curing, centering etc. complete for levelling Course Concrete. As per APSS 612
V.R.C.C (1:11/2:3) using 20 MM size HBG graded chips with nominal mix SS-5 using necessary quantity and excluding cost and conveyance of steel per cum of concrete including cost and conveyance of all materials and all labour charges, seigniorage, curing, centering ( Using Steel) etc., complete as per APSS No.403 with BIS 456-2000 but excluding the cost of steel and its fabrication charges.a)Footing
Providing High Yield Strength Deformed Bars of Fe 415 Grade of different diametres including cost & conveyance of steel including cost of binding wire and labour charges for fabrication such as cutting, bending and cranking rods, tying grills with binding wire etc complete.
Brick masonry for superstructure in CM (1:6) mix using second class bricks having crushing stsrength of not less than 35kgs/ Cm2s including cost,seigniorage and conveyance of all materials like cement, sand , bricks and water etc to site from approved sources and all labour charges curing, scaffolding etc. complete for basement and superstrucuture as per APSS No. 504 for Super Structure.
Flooring with vitrified tiles with matt finish of size 600x600 mm and thickness between 9-10 mm 1st quality confirming to IS:13711,IS:13712,IS:13630 (Parts 1to 15) of any colur and finish in all shades and designs. as per the approved flooring pattern as directed by the Engineer-In -Charge, laying tiles using spacers of 2mm thick, set over a base coat of CM (1:8) prop. 12mm thick using screened sand over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, white cement etc., to site (excluding cost of C.C. bed) including cost of seigniorage charges on all materials, cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer- in-charge etc.,and overheads & contractors profit complete for finished item of work. (APSS No.701 & 707)
Plastering with CM( 1:5) mix using 20mm thick including cost and conveyance of all materials like cement, sand and water and labour, curing, scaffolding, seigniorage charges etc., complete. As per APSS No.904
Supply and fixing doors as per drawings with medium teak wood frame of section 100mm x 65 mm and ISI marked flush door shutters of 30 mm thick double shutters with bond wood solid block board type Core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides including cost and conveyance to site of teak wood frame, flush shutter including
Supplying and fixing of glazed windows of different sizes, using the best Teak wood Medium calss quality, for frame section size of 90mmx65mm(3½"x 2½") and the shutter frame section size of 75mmx32mm as finished size (after dressing) asper drawing and as directed, including cost and conveyance of all materials, labour charges and cost and fixing of M.S. ornamental grills with approved design as directed, with the weight of 20 to 25Kgs per Sq.m (safely grills) and the shutter frame should be fixed with 4mm pin head glass panels and also cost and fixing of window fixture of iron hold fasts Z type, Iron powder coated hings, aluminum tower bolts, aluminium handles and hooks and also bolts & nuts etc complete, for finished item of work.
Supplying and fixing 6"Ø 10mm gauge including cost and coveyanc of all mateials and labour charges etc complete.
Supplying of Top Truss in Semi Circle including cost and coveyanc of all mateials and labour charges etc complete a) Truss top and bottom pipes 60mm dia MS pipe of 3.5mm thick
b) Truss internal cross supports 32mm od Ms Pipe 2.5 mm
c) Clits 6" x 2½x6mm M.S Plates
Supplying and fixing of Purlins 60x40mm rectangle MS pipe of 3mm thcik including cost and coveyanc of all mateials and labour charges etc complete
Supply and installation of Pre-painted Galvanized Trapezoidal Profile Roofing sheets with 0.50mm thickness, Coating: Zinc coating Z120 GSM.Tensile Strength: 550 MPA. Paint coating: Regular Modified Polyester painting. Painting Thickness (Top): 18 to 20 Microns,(Bottom): 5 to 7 Microns. Sheet Width: 1.020, Length: Maximum 12 Meters with Regular Range Colours including cost and conveyance of all meterials and labour charges ctc; complete per finished item of work; as per drawing and as directed by Engineer In-charge.
Supplying and fixing of bolts and plats including cost and coveyance of all mateials and labour charges etc complete a. Foundation bolts 3'-0" feet length 18mm thcik
b. Bolts with vouchers 3/8x 2"
c.Base and top place
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COnstruction of PPGL Shed for Kalayana Katta.xls
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DETAILS OF BOQ.docx
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L.S.Provision.xls
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