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Tender Value
₹4.7 L
EMD Value
₹4,655
Closing Date
21 Oct 2026, 4:30 pm
Executive Engineer RWS&S Division , Rajahmundry
Rajahmundry
Construction of Community sanitary Complex at Katheru Ghat-1, Dowleswaram village of Rajamahendravaram Rural Mandal. Est.Cost: 6.00 Lakhs
1000368
150/T2/2026-27 Dated:02.09.2026 of the Executive Engineer RWS&S Division Rajamahendravaram
OPEN - NCB
Community Toilets
EAST GODAVARI, ANDHRA PRADESH
13 documents required · 13 mandatory
₹165
₹4,655
7 Oct 2026
7 Oct 2026
7 Oct 2026
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per Technical Specification 304 MORTH - Ordinary soil - Manual Means - Depth upto 3 m without dewatering (5th Revision)
Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level: PCC (1:4:8) Nominal Mix (Cement:Fine aggregate: Coarse aggregate) corresponding to Table 9 of IS 456 using 40mm size nominal machine crushed hard granite metal (coarse aggregate) from approved quarry 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 mix
Sand Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm 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. (APSS NO. 309 & 310) Sand Filling
VRCC M20 Nominal Mix (Cement:Fine aggregate: Coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine cru shed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site and including all operational, incidental and all labour charges such as machine mixing, laying concrete, curing etc., but excluding cost of steel and its fabrication charges, seigni for Footings
VRCC M20 Nominal Mix (Cement:Fine aggregate: Coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine cru shed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site and including all operational, incidental and all labour charges such as machine mixing, laying concrete, curing etc., but excluding cost of steel and its fabrication charges, seigni for Columns
VRCC M20 Nominal Mix (Cement:Fine aggregate: Coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine cru shed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site and including all operational, incidental and all labour charges such as machine mixing, laying concrete, curing etc., but excluding cost of steel and its fabrication charges, seigni for Plinth Beam
VRCC M20 Nominal Mix (Cement:Fine aggregate: Coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine cru shed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site and including all operational, incidental and all labour charges such as machine mixing, laying concrete, curing etc., but excluding cost of steel and its fabrication charges, seigni for Roof Beams
VRCC M20 Nominal Mix (Cement:Fine aggregate: Coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine cru shed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site and including all operational, incidental and all labour charges such as machine mixing, laying concrete, curing etc., but excluding cost of steel and its fabrication charges, seigni for Roof slab 112mm thick
Fly Ash cement/ lime solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5 -290 x 225 x 140 mm for masonry work in CM (1:6) prop with for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 75 kg/sqcm for walls for Superstructure Walls
Plastering with cement mortar (1:5), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 MORD 1st Revision
Painting to new Walls with 2 coats of Plastic emulsion paint of approved brand oveer primary coat of white cement and shade after throughly brushed the surface to remove all dirt and remains of loose poweder matrial, inculidng 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 912 or as directed by the Engineer-In-Charge
Cost and Supply of steel including labour charges for fabrication,cutting,bending, tying grill's,placing in position including cost of binding wire etc.complete
Supplying and fixing door shutter, with shutter frame and infill panel made from PVC material conforming to IS: 10151-1982, the shutter frame made out of PVC extruded sections having overall dimension of 47 mm x 33 mm with wall thickness of 1.2mm + 0.3mm with usual process variation, the shutter frame with tapered shape to provide better grip to the infill panel end to drain out the water The Infill panel is made out of PVC Sections having Overall Dimensions of 200 mm x 20 mm with wall thickness of 1mm + 0.2mm, the shutter frames mitre cut and joined at the corner, by providing Polymeric “ L” type corners to take hardware & fixtures fixed with 10- 20mm counter sunk fully threaded parallel shank steel screws, all the hardware locations reinforced with special polymeric bars as per drawings, stickers showing locations of different hardware pasted on the shutter, the infill panels joined by tongue and groove method.
Supplying and Fixing European Water Closet of 1st quality conforming to IS:2556-Part-2-1973 ofwhite glazedwith 'P'trap
Supplying & Fixing low down porcelain flushing tank 10 Lit Capacitywith internal components
Supplying & Fixing Indian make Flat Back Wash Hand Basin1st quality conforming to IS:2556Part4:1972 with waste fittings like rubber plug, chain,32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963 1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams or equivalent complete with standard CI brackets including wooden block: 630 x 450 mm Single C.P. Pillar cock
Supplying & Fixing white glazed flat back Bowl urinals of size 440 mm x 265 mm x 315 mm with internal flushing rim fixed with screws complete Indian make conforming to IS:2556-1995
Supplying and fixing of RCC well rings 900mm dia for leach fit including cost and conveyance of all materials and all labour charges
Flooring with Non-skid red or white full body Ceramic floor tiles of Size 300 mm x 300 mm and thickness between 7-8 mm and 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work,
Skirting with with Ceramic wall tiles of Size 300 mm x 300 mm and thickness between 7-8 mm and 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work,
Manufacture, Supply and Delivery of Unplasticised PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub-divisional stores anywhere in AP excluding all taxes. For 110mm PVC 6kgf
S& F CPVC pipe 15.90mm ODPipe - SDR 13.5
S& F CPVC pipe 22.20 mm ODPipe - SDR 13.5
Providing & Placing on Terrace(at all floor levels) polyethylene water storage tank of Double layer Roto moulded confirming to IS:12701 approved brand & manufacture with suitable cover/cap and suitable locking arrangement & making necessary holes for inlet & outlets and over flow pipes but without fittings & base support for tanks and including Fixing of Labour charges.
Supply and Fixing of 20mm dia 1.5mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned wooden deep box including all labour charges etc., complete.
Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings
Construction of 20 KL OHSRs of 9.4 mtrs staging with M30 grade design mix in the habitations and locations selected by the department , as per drawings and as specified in Technical Specifications including earth work excavation in all types of soils in wet or dry conditions for foundations including cost and conveyance of all materials, cost and fabriation of steel, fixtures, labour charges and testing the reservoir for water tightness etc., complete for finished item of work as per the Standard Specifications and as per the provisions made in the current SOR 2020-21. The rate is inclusive of cost of all materials and labour charges and all taxes, duties and levies, etc., complete for finished item of work, but excluding GST and Seigniorage charges, including Overheads and Contractors Profit @13.615%. 1). All concrete members shall be designed with M30 grade design mix. 2) Rate is for OHSRs with RAFT FOUNDATION 3) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof. 4) Rate inclusive of 2 coats of weather proof emulsion painting for external surfaces, lettering as per Department direction, all required fixtures,CI D/F pipes, bends, DI D/F Gate Valves PN1.6 for outlet and scour etc., for pipe connections including cost of pipes, bends and valves as per departmental designs and drawings. 5) The above rates are applicable for basic wind speed of 150 KMPH . Fixtures include : a) RCC or Aluminium ladder inside reservoir of 0.60 m wide. b) Spiral staircase on the outside shall be provided c) Lightening arrestor of approved pattern, including conductor and earthling etc., d) RCC ventilators with copper or stainless steel fly proof mesh. e) D.I Manhole cover with frame of 0.60x0.60m as per IS specifications (light duty) - 2 Nos. f)Water level indicator of good quality with ebonite/copper float of approved pattern-1 No. g) Railing with Stainless Steel of grade 304 in two rows around OHSR fixed in RCC (1:2:4) of post of size 100x75x75mm with 1.5m intervals around the pheriphary on top of OHSR for a height of 1.20 Mtrs. i) D.I swan neck ventilators shall be provided in top dome and slab. j). Bed Blocks of 0.45m x 0.45m x 0.30m in CC M15 Mix below all the duck foot bends k) The rates are inclusive of CI verticals for all inlet, out let, overflow and scour connections( as per estimate diameters) and D.I valves. All valves near out let and for scour shall be D.I valves of heavy duty conforming to the specification of SoR
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