Tender For Construction Of Faecal Sludge Treatment Plant 10 Kld In Periyapuliyur Panchayat At Gummidipoondi Block In Tiruvallur District Under Sbm(G) Pac.01
Tender Value
2.93 Crore
Estimated cost
Bid Submission
21 Oct 2026
13 days left
EMD
2.94 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvallur → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Construction Of Faecal Sludge Treatment Plant 10 Kld In Periyapuliyur Panchayat At Gummidipoondi Block In Tiruvallur District Under Sbm(G) Pac.01
BOQ
| Sl. No. | Item Description |
| 1 | 1.Construction of Faecal sludge Treatment Plant 10 KLD in Periyapuliyur Panchayat at Gummidipoondi block in Tiruvallur District from Utilization of Population Grant under Swatchh Bharat Mission Grameen Scheme |
| 2 | Construction of Screening Chamber |
| 3 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 4 | Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed by using mechanical earth rammer, consolidated and curing etc. complete complying with standard specification and as directed by engineer in charge |
| 5 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 6 | Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending) |
| 7 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 8 | Precast concrete block masonry (including Quoin Blocks, Jamb blocks, closers, etc) with Solid cement concrete blocks of approved size size made of cement concrete 1:3:6 mix ( 1 cement, 3 coarse M.Sand, 6 graded stone aggregate 20mm and down gauge) in foundation and plinth in cement lime mortar 1:2:9 (1 cement, 2 lime putty 9 coarse M.Sand)/ 1:1:6 (1 cement, 1 lime putty, 6 coarse M.Sand )/ Cement 1:6 (1 cement: 6 coarse M.Sand) Details of cost for 1.89cum of precast concrete blocks masonry.) 100 sqft x 2/3 = 66 2/3 cft= 1.89cum) (No. 7.75) |
| 9 | Flooring with following plain ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Engineer in charge before use on works) |
| 10 | Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. |
| 11 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality with necessary welding and painting with one coat of zinc chromite primer and two coats of epoxy painting complete.(As per instruction of site engineer)as per standard specification etc., complete compying with standard specifications |
| 12 | Providing and fixing uPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) |
| 13 | Providing and fixing stainless steel grill work for screening of wastewater as per drawing including fixtures, necessary welding and painting with one coat of zinc oxide and two coats of oil painting complete.(Ass per instruction of site engineer) |
| 14 | Weld stainless steel grill with vertical sloping 5 mm thick bar placed at a distance of 3 cms and dimensions of 700 mm x 600 mm |
| 15 | Weld stainless stee grill with vertical sloping 5 mm thick bar placed at a distance of 1.5 cms and dimensions of 700 mm x 600 mm |
| 16 | Construction of Stabilization Reactor |
| 17 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 18 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 19 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 20 | Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending) |
| 21 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 22 | Plastering with Cement Mortar 1:3 (One Cement and Three Plastering P.Sand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.(External Plastering) |
| 23 | Plastering with Cement Mortar 1:3 (One Cement and Three Plastering P.Sand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers. (Internal Plastering) |
| 24 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications |
| 25 | Precast concrete block masonry (including Quoin Blocks, Jamb blocks, closers, etc) with Solid cement concrete blocks of approved size size made of cement concrete 1:3:6 mix ( 1 cement, 3 coarse M.Sand, 6 graded stone aggregate 20mm and down gauge) in foundation and plinth in cement lime mortar 1:2:9 (1 cement, 2 lime putty 9 coarse M.Sand)/ 1:1:6 (1 cement, 1 lime putty, 6 coarse M.Sand )/ Cement 1:6 (1 cement: 6 coarse M.Sand) Details of cost for 1.89cum of precast concrete blocks masonry.) 100 sqft x 2/3 = 66 2/3 cft= 1.89cum) (No. 7.75) |
| 26 | Providing and fixing uPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) |
| 27 | 150mm Dia pipe |
| 28 | 150mm dia T piece |
| 29 | 150mm bend |
| 30 | DETAILED -SLUDGE DRYING BED-12Nos |
| 31 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 32 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 33 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) |
| 34 | C.C. 1:2:4. Mix using 20MM ISS HBG metal including cost and conveyance and all other labour charges etc.complete. |
| 35 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 36 | Precast concrete block masonry (including Quoin Blocks, Jamb blocks, closers, etc) with Solid cement concrete blocks of approved size size made of cement concrete 1:3:6 mix ( 1 cement, 3 coarse M.Sand, 6 graded stone aggregate 20mm and down gauge) in foundation and plinth in cement lime mortar 1:2:9 (1 cement, 2 lime putty 9 coarse M.Sand)/ 1:1:6 (1 cement, 1 lime putty, 6 coarse M.Sand )/ Cement 1:6 (1 cement: 6 coarse M.Sand) Details of cost for 1.89cum of precast concrete blocks masonry.) 100 sqft x 2/3 = 66 2/3 cft= 1.89cum) (No. 7.75) |
| 37 | Supply and Fabrication of Steel including cost and conveyance of all chargetc. |
| 38 | Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. |
| 39 | Providing and fixing uPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) |
| 40 | 150mm Dia pipe |
| 41 | 150mm dia T piece |
| 42 | 150mm bend |
| 43 | 6 inch perforated pipe with 100 perforations at 0,45,90,135 ( HW-W0006 ) |
| 44 | Casting and fixing of RCC Precast slab of following thick 1:2:4 using 20mm hbg jelly |
| 45 | Supplying and fixing following thickness of cuddapah slab for cupboard |
| 46 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. |
| 47 | Passing through 50 mm & Retained on 40 mm sieve |
| 48 | Passing through 20 mm & Retained on 16 mm sieve |
| 49 | Passing through 10 mm & Retained on 6 mm sieve |
| 50 | Fine sand 1-2 mm |
| 51 | Plastering with Cement Mortar 1:4 (One Cement and Three M.Sand) 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers. |
| 52 | Integrated settler and Anerobic Filter |
| 53 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 54 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 55 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 56 | Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending) |
| 57 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) |
| 58 | Precast concrete block masonry (including Quoin Blocks, Jamb blocks, closers, etc) with Solid cement concrete blocks of approved size size made of cement concrete 1:3:6 mix ( 1 cement, 3 coarse M.Sand, 6 graded stone aggregate 20mm and down gauge) in foundation and plinth in cement lime mortar 1:2:9 (1 cement, 2 lime putty 9 coarse M.Sand)/ 1:1:6 (1 cement, 1 lime putty, 6 coarse M.Sand )/ Cement 1:6 (1 cement: 6 coarse M.Sand) Details of cost for 1.89cum of precast concrete blocks masonry.) 100 sqft x 2/3 = 66 2/3 cft= 1.89cum) (No. 7.75) |
| 59 | Plastering with Cement Mortar 1:3 (One Cement and Three Plastering P.Sand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers. |
| 60 | Providing 12 mm thick cement plaster in one coat in internal surface 1:3 cement mortar mixed with water proofing agent , including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. |
| 61 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications |
| 62 | Providing and fixing uPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, |
| 63 | 110 mm dia UPVC pipes fixing |
| 64 | 110 mm dia UPVC-Tees fixing |
| 65 | 160 mm dia desludging pipe, UPVC, fixing |
| 66 | 0.11m dia, UPVC air vent pipe with vent cowls |
| 67 | 110 mm dia Elbow pipe- UPVC |
| 68 | Providing and laying Cinders as a Filter Material In AF as per the instruction given by the site engineer in charge. |
| 69 | Planted Gravel Filter |
| 70 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 71 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 72 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 73 | Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending) |
| 74 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) |
| 75 | Precast concrete block masonry (including Quoin Blocks, Jamb blocks, closers, etc) with Solid cement concrete blocks of approved size size made of cement concrete 1:3:6 mix ( 1 cement, 3 coarse M.Sand, 6 graded stone aggregate 20mm and down gauge) in foundation and plinth in cement lime mortar 1:2:9 (1 cement, 2 lime putty 9 coarse M.Sand)/ 1:1:6 (1 cement, 1 lime putty, 6 coarse M.Sand )/ Cement 1:6 (1 cement: 6 coarse M.Sand) Details of cost for 1.89cum of precast concrete blocks masonry.) 100 sqft x 2/3 = 66 2/3 cft= 1.89cum) (No. 7.75) |
| 76 | Providing 20 mm thick cement plaster in one coat in 1:4 cement mortar mixed with water proofing agent , including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. (Internal Plastering) |
| 77 | Providing 20 mm thick cement plaster in one coat in 1:4 cement mortar mixed with water proofing agent , including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge.. (External Plastering) |
| 78 | Providing and Laying coarse stone aggregates/river pebbles of sizes as below after washing and sieving to make it free from fines and dust90-120mm |
| 79 | 90-120 mm |
| 80 | 16-20 mm |
| 81 | 10-12mm |
| 82 | Supplying of polished cuddapah slab of 20/30 mm thickness including laying to correct alignment as direct by engineer in charge. Includes fixing the slab to support structures. |
| 83 | Providing and fixing uPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions,Perforated Pipes (110mm dia) |
| 84 | 110mm dia swivel pipe |
| 85 | 110mm dia end cap, elbows, collars etc |
| 86 | 110mm dia Inlet pipes |
| 87 | 50mm dia inlet pipe to the PGF |
| 88 | Providing Plants in PGF |
| 89 | Construction of Maturation pond |
| 90 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 91 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 92 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 93 | Cement Concrete 1:3:6 (One Cement, Three M.Sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns, excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three M.Sand and Six hard broken stone jelly). Dummy columns should be at least 1 metre height) |
| 94 | RCC-M30Providing and laying in position, standarded concrete mix M-30 Grade in accordance with IS 456-2000 using 20 mm and down graded hand broken granite stone jelly for all RCC items of work with commencement as 400 kg/m3 and maximum water cement ratio of 0.45, including admixture in recomended proportions as per IS 9103 to aceelerate retand refting of concrete , improve workability without imparing strength |
| 95 | Supply and fabrication of steel for all RCC item of works including all cost and conveyance and all lbour charges etc complete . |
| 96 | Precast concrete block masonry (including Quoin Blocks, Jamb blocks, closers, etc) with Solid cement concrete blocks of approved size size made of cement concrete 1:3:6 mix ( 1 cement, 3 coarse M.Sand, 6 graded stone aggregate 20mm and down gauge) in foundation and plinth in cement lime mortar 1:2:9 (1 cement, 2 lime putty 9 coarse M.Sand)/ 1:1:6 (1 cement, 1 lime putty, 6 coarse M.Sand )/ Cement 1:6 (1 cement: 6 coarse M.Sand) Details of cost for 1.89cum of precast concrete blocks masonry.) 100 sqft x 2/3 = 66 2/3 cft= 1.89cum) (No. 7.75) |
| 97 | Plastering 1:5 Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. |
| 98 | Providing supply and fixing of 150 mm UPVC pipe for inlet and out let ect including all cost and conveyance of materials and labour . |
| 99 | Construction of Collection Tank - 1 |
| 100 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 101 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 102 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 103 | Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending) |
| 104 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) |
| 105 | Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. (External surface) |
| 106 | Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. (Internal surface) |
| 107 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications |
| 108 | Providing and fixing uPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, |
| 109 | 110 mm dia UPVC pipes fixing |
| 110 | 110 mm dia UPVC-Tees fixing |
| 111 | 110 mm dia Elbow pipe- UPVC |
| 112 | Construction of Collection Tank - 2 |
| 113 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 114 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 115 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 116 | Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending) |
| 117 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) |
| 118 | Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. (Extrnal surface) |
| 119 | Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. (Internal surface) |
| 120 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications |
| 121 | Providing and fixing uPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, |
| 122 | 110 mm dia UPVC pipes fixing |
| 123 | 110 mm dia UPVC-Tees fixing |
| 124 | 110 mm dia Elbow pipe- UPVC |
| 125 | Plumbing work |
| 126 | Supply and fixing of 100mm GI coupling confirming to IS standards from stablisation reactor to sludge drying bed. |
| 127 | Supply and fixing of 110mmx90mm GI reducer confirming to IS standards from stablisation reactor to sludge drying bed. |
| 128 | Supply and laying of 80mm GI pipe confirming to IS standards WD-M0491 |
| 129 | Provision for cutting and threading of 80mm dia GI pipe Cutting-W-0137 |
| 130 | 80mm dia GI Pipe Threading-W-0138 |
| 131 | 100 mm rubber hose quote |
| 132 | Construction of digester Type 1 (0 to 1m) (18 nos) |
| 133 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 134 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 135 | Precast concrete block masonry (including Quoin Blocks, Jamb blocks, closers, etc) with Solid cement concrete blocks of approved size size made of cement concrete 1:3:6 mix ( 1 cement, 3 coarse M.Sand, 6 graded stone aggregate 20mm and down gauge) in foundation and plinth in cement lime mortar 1:2:9 (1 cement, 2 lime putty 9 coarse M.Sand)/ 1:1:6 (1 cement, 1 lime putty, 6 coarse M.Sand )/ Cement 1:6 (1 cement: 6 coarse M.Sand) Details of cost for 1.89cum of precast concrete blocks masonry.) 100 sqft x 2/3 = 66 2/3 cft= 1.89cum) (No. 7.75) |
| 136 | Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. (External surface) |
| 137 | Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. (Internal surface) |
| 138 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications |
| 139 | Providing and fixing uPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions,Perforated Pipes (110mm dia) |
| 140 | Construction of Operator room |
| 141 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 142 | Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed by using mechanical earth rammer, consolidated and curing etc. complete complying with standard specification and as directed by engineer in charge |
| 143 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 144 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 145 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 146 | Above Basement |
| 147 | Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending) |
| 148 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 149 | Above |
| 150 | Brick work in CM 1:5 mix using country bricks including cost and conveyance of all labour charges etc., |
| 151 | Above Basement |
| 152 | Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work.. |
| 153 | Providing 10 mm thick cement plaster in one coat in external surface with 1:3 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. |
| 154 | Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. |
| 155 | Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone M.Sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) |
| 156 | Supply and Painting the walls with two coats of Oil Bound Distember over one coat of water based cement primer including all cost and conveyance of all labour charges etc., completed |
| 157 | Supply and Painting the walls with two coats of Ready Mixed Enamel Paint over one coat of water based cement primer including all cost and conveyance of all labour charges etc., completed |
| 158 | Supplying and fixing in position PORCELAIN SINK of size 600x450x200mm with C.I Brackets complete complying with standard specification |
| 159 | Fabrication and supply of Mild Steel Door of any required size with double leaf,outter frame of 35x35x 5mm equal MSL angle and shutter frame made of 25x25x5mm equal MSL angle for horizontal and vertical members and the shutter frame strengthened by stiffeners of 2Nos.horizontal and 3 Nos. diagonal for each shutter using M S flat of size 20x5mm fully covered with 18 gauge plain M S full sheet welded with shutter frame neatly and also fixin by welding 6 Nos. of hold fasts,2 Nos. wind appliances,3 Nos. tower bolts,1 No. aldrop2 Nos. handles, fixing shutterwith6 Nos.of hinges with outter frame of the door including painting the whole unit with one coat best quality of red oxide primer.( 1.00 m x 2.10m) |
| 160 | Fabrication and supply of Mild Steel Window of any required size with Three leaf.Outter frame of 35x35x 5mm equal MSL angle, Mullion section made of 35x 35x5mm equal T-section, shutter frame made of 25x25x5mm equal MSL angle for horizontal and vertical members and the shutter frame strengthened by stiffeners of 1No.horizontal for each shutter using M S flat of size 20x5mm fully covered with 18 gauge plain M S full sheet welded with shutter frame neatly and also fixin by welding.Protective grill with 12 mm squqre M S rods at an intervel of not grater than 10 cm centre to centre to the outter frame.2 Nos of peg stays with hole for keeping the windows open in different positions,2 Nos. of locking handles fixing the shutters with 4 Nos. of hinges hold fasts, 6 Nos.of hinges with outter frame of the window including painting the whole unit with one coat best quality of red oxide primer. |
| 161 | Providing and fixing 110mm dia rain water Harvesting pipe |
| 162 | Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone M.Sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. |
| 163 | Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone M.Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers |
| 164 | Elecctric item |
| 165 | Wiring with 2 x 1 .5sq.mm. PVC insulated unsheathed FRLS SC copper conductor of 1100V grade insuitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires with TW switch box and 5AFT switch inflush with wall with 3mm thick hylum sheet cover formaking good of the concealed portion with suitable colour for PVC concealed lightpoint/fanpoint (for electronic regulator) SD 24 |
| 166 | Supply and fixing of single box type 4'40W fluore scent fitting complete with copper choke and condensor withTWround blocks on wall or ceiling with flu tube with PVC unsheathed FRLS copper leads from terminals to the fitting SD 88 |
| 167 | Wiring with 2x1.5sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade insuitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires inflush with wall with 3mm thick hylum sheet cover with TW switch box and 5AFT switc hand making good of the concealed portion with suitable colour for PVC concealed light/fan Point (for electronic regulator) (5 points per coil) SD 25 |
| 168 | Supply and fixing of 1200 mm (48\\")AC ceiling fan complete with stepped electronic 300W regulator with1meter downrod on the existing clamp. SD 107 |
| 169 | Supply and fixing of WT bulk head fitting with guard suitable for 15 W LED Bulb -SD 83 |
| 170 | Supply and run of 4 x 6 sqmm (84/0.30) PVC insulated SC unsheathed copper Conductor of 1100 V grade on 7/20GI bearer wire for service connection mains SD 68 |
| 171 | Supply and fixing of TNEB meter Board suitable for 32A Single Phase service connection with 32A Fuse unit (500V) 32A neutral link and earth link (1\\" x 1/8\\" Copper flat) on TW plank of size 375mm x 300mm x 19mm with supporting TW reepers of 1\\" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit. (SD No.125) |
| 172 | SD 142 (Computer plug socket) |
| 173 | sanitation arrangements & water supply arrangements 110mm dia pvc pipe |
| 174 | 110mm dia pvc bend |
| 175 | 110mm dia pvc elbow |
| 176 | 1000 lit PVC tank |
| 177 | 32mm dia pipe |
| 178 | 32mm dia elbow |
| 179 | pillar tap |
| 180 | Mechanical and Electrical items |
| 181 | Supply, installation and commissioning of solar powered sludge pump (2 numbers) and water pump (1 no.) of approved make. Includes civil works, fabrication work for mounting the pump, neccesary plumbing with manual flow control valves, non returnable valves and spill back arrangement. (For 1 HP an approximate cost 100,000 has been taken) |
| 182 | Supply and installation of control panel and sensor for level indication in the tank and additional sensor for dry run protection of the pump, as per specification of the pump installed as well as Commissioning the control panel with safety measurements. Includes cost of wiring, civil works and others as required for installing and commissioning the system |
| 183 | Supply of Mechanised Tiller and trailer of 1 ton capacity for loading, unloading, transportation of dry sludge from sludge drying bed to the required location. |
| 184 | Supply, installation and commissioning of 7.5 KVA Diesel generator ( Mahindra Powerol, make) with required arrangements for venting out the exhaust. Also included is the cost of wiring and other electrical charges to connect to main feeder panel located at the operator room |
| 185 | Procurement, transportation and installation of PVC tank of 3000 liters capacity |
| 186 | Supply, installation and commissioning of submersible pump of approved make for pumping of water 1HP. Includess civil works, fabrication work for mounting the pump, necessary plumbing as per the instructions of engineer in charge |
| 187 | Construction of Galvalume and Polycarbonate roofing with Truss |
| 188 | Supply and fixing of MS tubler sections for roofing work including cost of all materials and fabrication charges |
| 189 | Supplying and fixing colour galvalume sheet roof of 0.47mm thickand steel tubular box section of 80x40x2.90mm of 1.20meter interval including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers. |
| 190 | EXHAUST FAN: The structure should have ventilators for circulation of fresh air and exhaust fans should be provided for cooling temperature inside the structure. |
| 191 | Construction of Sludge Sterlization unit |
| 192 | Earthwork excavation in all type of soils and sub soils except in hard rocks which requires blasting and all cost of labour and material SS20B etc complete. |
| 193 | Filling of sand including all cost and conveyance etc complete. |
| 194 | Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed by using mechanical earth rammer, consolidated and curing etc. complete complying with standard specification and as directed by engineer in charge |
| 195 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 196 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) |
| 197 | Precast concrete block masonry (including Quoin Blocks, Jamb blocks, closers, etc) with Solid cement concrete blocks of approved size size made of cement concrete 1:3:6 mix ( 1 cement, 3 coarse M.Sand, 6 graded stone aggregate 20mm and down gauge) in foundation and plinth in cement lime mortar 1:2:9 (1 cement, 2 lime putty 9 coarse M.Sand)/ 1:1:6 (1 cement, 1 lime putty, 6 coarse M.Sand )/ Cement 1:6 (1 cement: 6 coarse M.Sand) Details of cost for 1.89cum of precast concrete blocks masonry.) 100 sqft x 2/3 = 66 2/3 cft= 1.89cum) (No. 7.75) |
| 198 | Filling with US Gravel including costand Conveyance of all charges etc. |
| 199 | Cement Concrete 1:2:4 using 20mm metal including costand Conveyance of all charges etc. |
| 200 | Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone M.Sand) 20mm thick in all floors and the top pointed with the white cement mixe |
| 201 | Supply and fabrication of Steel Including cost and Conveyance of all charge etc. |
| 202 | Supply delivery and fixing of 110mm dia GI pipe Including cost and Conveyance of all charge setc. |
| 203 | Super structure: Post, Arch & Purlins: 1.25\\" GI Square tube (Class B) withwith self drilling screws with leak proof EthylenePropylene Diene Monomer (EPDM) rubber beading are to be provided. Thepolycarbonate sheets should be joined with Aluminium beading / channels usingBolt and nut or pasted together with special adhesives for the purpose. The sheetshould be joined in such a manner that it should be leak proof and no rain wateror fog should enter into the unit through the joints. |
| 204 | Plastering with C.M 1:5mix 12mm thich including cost and conveyance and all labour charges etc., complete. |
| 205 | Colour washing Two coat with Plastic Emulsion Paint using best quality and approved varity of colour pigments including cost of all materials brushes and scaffolding charges etc. complete.as per std specifications |
| 206 | Exhaust fans: The structure should have ventilators for circulation of fresh air andexhaust fans should be provided for controlling temperature inside the structure.Two to three nos. of 12 V DC fans powered by separate solar modules to beprovided for the purpose. If AC fans are used, inverters are to be provided. |
| 207 | Towards Cost and Supply of An Air tight sliding or open door-Glass Door/Polycarbonate sheet door with aluminium or GI frame of sufficient dimension should be provided in the structure for entry and exit Door including cost and Conveyance of all charge setc. |
| 208 | Supply and fixing of Pre-fabricated Structural Steel, coated Galvalume ROOFING SHEET of 0.5mm thickness with SMP coating with colour bond XRW coating, havingminimum of 550 Mpa yield strength, Coating 150 GSM as per ASTM 792 or equivalent standard. The structural roofing Panel shall have 1020 mm effective width,nominal 30 mm crest height at nominal 250 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action including Flashing for joints, and all incidental charges. |
| 209 | Providing Solar Light Supply and Erection |
| 210 | Supply of Solar Street Light system - 24w, solar panel, mAh Li battery with erection charges as per MNRE Specifications |
| 211 | COMPOUND WALL |
| 212 | Earth work excavation for foundation in all soils and sub - soils to full depth etc. complete as per SS 20B 2 |
| 213 | Supplying and filling in foundation and basement with Filling MSand in layers not more 15 cm thick etc. complete. |
| 214 | Cement concrete 1:4:8 for foundation using 40mm HBG metal etc. complete. |
| 215 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 216 | Above Basement |
| 217 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 218 | Above Basement |
| 219 | Supplying and fabrication of steel including cost and conveyance and cutting, bending, tying and placing in position |
| 220 | Brick work in CM 1:5 mix using country bricks including cost and conveyance of all labour charges etc., |
| 221 | Plastering with C.M 1:5mix 12mm thich including cost and conveyance and all labour charges etc., complete. |
| 222 | Colour washing Two coat with Plastic Emulsion Paint using best quality and approved varity of colour pigments including cost of all materials brushes and scaffolding charges etc. complete.as per std specifications |
| 223 | CC ROAD |
| 224 | Earth work excavation for foundation in all soils and sub - soils to full depth etc. complete as per SS 20B 2 |
| 225 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . |
| 226 | Cement concrete 1:4:8 for foundation using 40mm HBG metal etc. complete. |
| 227 | Supply and erecting,centering by strutting using MS Sheets and casurina props including cost, material charges and all other labur charges etc complete. |
| 228 | Cement concrete 1:2:4 mix using 20 mm ISSHBG metal including cost and conveyance of all materials to site and all labour charges etc., complete |
| 229 | Supply and Fixing of Bituman pad including cost, material charges and all other labur charges etc complete. |
| 230 | DRAINAGE |
| 231 | Earth work excavation for foundation in all soils and sub - soils to full depth etc. complete as per SS 20B 2 |
| 232 | Cement concrete 1:4:8 for foundation using 40mm HBG metal etc. complete. |
| 233 | Supply and erecting,centering by strutting using MS Sheets and casurina props including cost, material charges and all other labur charges etc complete. |
| 234 | C.C. 1:3:6 Mix using 20MM ISS HBG metal including cost and conveyance and all other labour charges etc.complete. |
| 235 | Plastering with cm 1:4 20mm thick including cost and conveyance and all other labour charges etc.complete. |
| 236 | PAVER BLOCK ROAD |
| 237 | Earth work excavation for foundation in all soils and sub - soils to full depth etc. complete as per SS 20B 2 |
| 238 | Cement concrete 1:4:8 for foundation using 40mm HBG metal etc. complete. |
| 239 | Supply and erecting,centering by strutting using MS Sheets and casurina props including cost, material charges and all other labur charges etc complete. |
| 240 | Cement concrete 1:3:6 mix using 20 mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges etc., complete |
| 241 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . |
| 242 | Providing and Laying of Interlocking Concrete Block (Surface Textured) Pavements having thickness 80mm and compacted over a thin bedding M.Sand layer of 30 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504. |
| 243 | Construction of Pedestal for 2000 Litres Capacity HDPE Tank |
| 244 | Earth work excavation for foundation in all soils and sub - soils to full depth etc. complete as per SS 20B 2 |
| 245 | Cement concrete 1:4:8 for foundation using 40mm HBG metal etc. complete. |
| 246 | Brick work in CM 1:5 mix using country bricks including cost and conveyance of all labour charges etc., |
| 247 | Plastering with C.M 1:5mix 12mm thich including cost and conveyance and all labour charges etc., complete. |
| 248 | Supply, deliver and fixing of Hdpe Tank including loading, unloading, transportation, fixing and necessary GI Pipes and specials for Pipe connection works including cutting, threading and fixing charges etc. complete., |
| 249 | Colour washing Two coat with Plastic Emulsion Paint using best quality and approved varity of colour pigments including cost of all materials brushes and scaffolding charges etc. complete.as per std specifications |
| 250 | FILLING AND LEVELLING THE SURFACE |
| 251 | SUPPLY , FILLING AND LEVELLING OF THE CONVEYED EARTH TO THE SITE INCLUDING ALL COST AND CONVEYANCE ETC COMPLETE WITH ALL LABOUR CHARGES AND MATERIAL CHARGES . |
| 252 | DRILLING OF BOREWELL |
| 253 | Conducting Geophysical Survey and Transportation Charges etc., |
| 254 | Drilling Of 150mm dia Borewell in Hard rock area including development charges and labour charges for erection of casing pipes etc., |
| 255 | Drilling of 150mm dia Borewell in over burden soil |
| 256 | 150mm dia Casing pipe (CS) with excise duty upto 80m |
| 257 | Drilling of 150mm dia Borewell over hard rock area |
| 258 | upto 150m Below Ground Level |
| 259 | From 151m to upto 180m |
| 260 | From 181m upto 210m |
| 261 | From 211m upto 240m |
| 262 | Cost of 5.00 HP 50lpmx250m Sub Motor, Submersible motor |
| 263 | Cost of 7.50HP Pnel Board Three Phase |
| 264 | Labour charges for Erection of 7.5 HP Submersible Pumpset with GI Pipes in the deep borewell including connection of Submersible cable etc., |
| 265 | 50mm GI Pipe Medium |
| 266 | 50mm GI Coupling |
| 267 | Cost of 4sq.mm Flat type copper cable pvc insulateed and sheathed 3 core flat type copper cable confirming to IS 694/1990 |
| 268 | For Borewell Pipes |
| 269 | Borewell Cover MS Flat size 1cmx3mm |
| 270 | MS Clampset |
| 271 | 50mm GI Bend |
| 272 | 50mm GM NRV |
| 273 | 50mm GM Gate valves |
| 274 | 100 Amps Porcelain fuse unit 500V |
| 275 | Construction of Borewell Protection wall |
| 276 | Service wire PVC insulated single core multi stand fire retardant flexible copper cable with IS mark confirming to US 694/1990 84/0.3(6sq.mm) |
| 277 | Service Pipe |
| 278 | Earth work excavation for foundation in all soils and sub - soils to full depth etc. complete as per SS 20B 2 |
| 279 | Refilling the Basement with Excavated earth including all charges etc., |
| 280 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \\"BB\\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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