municipality has published Construction Of 2 . 00 Ll Capacity Oht And Providing New Bore Well With Pump Room Attamil Nagar W . No . 28 In Virudhachalam Municipality. Submission Date for this Tender is 10-03-2021. Bore Well Tenders in WORKS Tamil Nadu. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of 2.00 LL Capacity OHT and providing new Bore well with pump room atTamil nagar W.no.28 in virudhachalam Municipality | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete - Narrow Foundations - First Depth 2.00m | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | FOR OHT | BI01010001010000000000000515BI0100001113 | 191 | M3 |
| 3 | 1.02 | FOR PUMP ROOM | BI01010001010000000000000515BI0100001114 | 11 | M3 |
| 4 | 1.03 | TOTAL | BI01010001010000000000000515BI0100001115 | 202 | M3 |
| 5 | 2 | Sand filling in foundation with clean river sand in layer of 15cm thick well watered rammed to consolidation including cost and conveyance of sand to site incluidng labour charges etc., completete as per standard specificataion | BI01010001010000000000000515BI0100001116 | ||
| 6 | 2.01 | FOR OHT | BI01010001010000000000000515BI0100001117 | 11 | M3 |
| 7 | 2.02 | FOR PUMP ROOM | BI01010001010000000000000515BI0100001118 | 2 | M3 |
| 8 | 2.03 | TOTAL | BI01010001010000000000000515BI0100001119 | 13 | M3 |
| 9 | 3 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing,and labour charges etc., complete as per standard specification | BI01010001010000000000000515BI0100001120 | ||
| 10 | 3.01 | FOR OHT | BI01010001010000000000000515BI0100001121 | 11 | M3 |
| 11 | 3.02 | FOR PUMP ROOM | BI01010001010000000000000515BI0100001122 | 2 | M3 |
| 12 | 3.03 | TOTAL | BI01010001010000000000000515BI0100001123 | 13 | M3 |
| 13 | 4 | 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 - Plinth Beam | BI01010001010000000000000515BI0100001124 | ||
| 14 | 4.01 | FOR OHT | BI01010001010000000000000515BI0100001125 | 70 | M3 |
| 15 | 5 | 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. - For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. | BI01010001010000000000000515BI0100001126 | ||
| 16 | 5.01 | FOR OHT | BI01010001010000000000000515BI0100001127 | ||
| 17 | 5.02 | Plain Surfaces 3.00m to 4.30m | BI01010001010000000000000515BI0100001128 | 64.5 | M2 |
| 18 | 5.03 | Plain Surfaces at 7.30m to 8.30m | BI01010001010000000000000515BI0100001129 | 64.5 | M2 |
| 19 | 5.04 | Plain Surfaces at 11.30m to 12.30m | BI01010001010000000000000515BI0100001130 | 64.5 | M2 |
| 20 | 5.05 | Plain Surfaces at 15.30m to 16.30m | BI01010001010000000000000515BI0100001131 | 79.004 | M2 |
| 21 | 5.06 | Plain surfaces - 19.30 to 20.30m | BI01010001010000000000000515BI0100001132 | 50.005 | M2 |
| 22 | 5.07 | FOR PUMP ROOM | BI01010001010000000000000515BI0100001133 | 39 | M2 |
| 23 | 6 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. | BI01010001010000000000000515BI0100001134 | ||
| 24 | 6.01 | Square Column upto 3.30m | BI01010001010000000000000515BI0100001135 | 40.5 | M2 |
| 25 | 6.02 | Square Column 3.30m to 4.30m | BI01010001010000000000000515BI0100001136 | 9.6 | M2 |
| 26 | 6.03 | Square Column 4.30m to 5.30m | BI01010001010000000000000515BI0100001137 | 9.6 | M2 |
| 27 | 6.04 | Square Column 5.30m to 6.30m | BI01010001010000000000000515BI0100001138 | 9.6 | M2 |
| 28 | 6.05 | Square Column 6.30m to 7.30m | BI01010001010000000000000515BI0100001139 | 9.6 | M2 |
| 29 | 6.06 | Square Column 7.30m to 8.30m | BI01010001010000000000000515BI0100001140 | 9.6 | M2 |
| 30 | 6.07 | Square Column 8.30m to 9.30m | BI01010001010000000000000515BI0100001141 | 9.6 | M2 |
| 31 | 6.08 | Square Column 9.30m to 10.30m | BI01010001010000000000000515BI0100001142 | 9.6 | M2 |
| 32 | 6.09 | Square Column 10.30m to 11.30m | BI01010001010000000000000515BI0100001143 | 9.6 | M2 |
| 33 | 6.1 | Square Column 11.30m to 12.30m | BI01010001010000000000000515BI0100001144 | 9.6 | M2 |
| 34 | 6.11 | Square Column 12.30m to 13.30m | BI01010001010000000000000515BI0100001145 | 9.6 | M2 |
| 35 | 6.12 | Square Column 13.30m to 14.30m | BI01010001010000000000000515BI0100001146 | 9.6 | M2 |
| 36 | 6.13 | Square Column 14.30m to 15.30m | BI01010001010000000000000515BI0100001147 | 10 | M2 |
| 37 | 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. - For Curved surfaces such as RCC floor slab, roof slab, beams, etc. | BI01010001010000000000000515BI0100001148 | ||
| 38 | 7.01 | Curved Surface 16.30m to 17.30m | BI01010001010000000000000515BI0100001149 | 59 | M2 |
| 39 | 7.02 | Curved Surfaces 17.30m to 18.30 | BI01010001010000000000000515BI0100001150 | 65 | M2 |
| 40 | 7.03 | Curved Surfaces 18.30m to 19.30 | BI01010001010000000000000515BI0100001151 | 65 | M2 |
| 41 | 7.04 | Curved Surfaces 19.30m to 20.30 | BI01010001010000000000000515BI0100001152 | 34.5 | M2 |
| 42 | 8 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - For Circular surfaces such as Circular RCC columns etc. | BI01010001010000000000000515BI0100001153 | ||
| 43 | 8.01 | Circular Column upto 3.30m | BI01010001010000000000000515BI0100001154 | 14 | M2 |
| 44 | 8.02 | Circular Column 3.30m to 4.30m | BI01010001010000000000000515BI0100001155 | 1.6 | M2 |
| 45 | 8.03 | Circular Column 4.30m to 5.30m | BI01010001010000000000000515BI0100001156 | 1.6 | M2 |
| 46 | 8.04 | Circular Column 5.30m to 6.30m | BI01010001010000000000000515BI0100001157 | 1.6 | M2 |
| 47 | 8.05 | Circular Column 6.30m to 7.30m | BI01010001010000000000000515BI0100001158 | 1.6 | M2 |
| 48 | 8.06 | Circular Column 7.30m to 8.30m | BI01010001010000000000000515BI0100001159 | 1.6 | M2 |
| 49 | 8.07 | Circular Column 8.30m to 9.30m | BI01010001010000000000000515BI0100001160 | 1.6 | M2 |
| 50 | 8.08 | Circular Column 9.30m to 10.30m | BI01010001010000000000000515BI0100001161 | 1.6 | M2 |
| 51 | 8.09 | Circular Column 10.30m to 11.30m | BI01010001010000000000000515BI0100001162 | 1.6 | M2 |
| 52 | 8.1 | Circular Column 11.30m to 12.30m | BI01010001010000000000000515BI0100001163 | 1.6 | M2 |
| 53 | 8.11 | Circular Column 12.30m to 13.30m | BI01010001010000000000000515BI0100001164 | 1.6 | M2 |
| 54 | 8.12 | Circular Column 13.30m to 14.30m | BI01010001010000000000000515BI0100001165 | 1.6 | M2 |
| 55 | 8.13 | Circular Column 14.30m to 15.30m | BI01010001010000000000000515BI0100001166 | 1.6 | M2 |
| 56 | 9 | 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 cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost 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 requiremnents of IS standards. | BI01010001010000000000000515BI0100001167 | ||
| 57 | 9.01 | For 1.5m Below G.L | BI01010001010000000000000515BI0100001168 | 83.5 | M3 |
| 58 | 9.02 | For 4.5m Above G.L | BI01010001010000000000000515BI0100001169 | 11 | M3 |
| 59 | 9.03 | For 4.51m to 7.32m Above G.L | BI01010001010000000000000515BI0100001170 | 9.1 | M3 |
| 60 | 9.04 | For 7.32m to 10.98m Above G.L | BI01010001010000000000000515BI0100001171 | 10 | M3 |
| 61 | 9.05 | For 10.98m to 14.64m from G.L | BI01010001010000000000000515BI0100001172 | 4 | M3 |
| 62 | 9.06 | For 14.64m to 18.30m from G.L | BI01010001010000000000000515BI0100001173 | 16.2 | M3 |
| 63 | 9.07 | For 18.30m to 21.96m from G.L | BI01010001010000000000000515BI0100001174 | 32 | M3 |
| 64 | 9.08 | FOR PUMP ROOM | BI01010001010000000000000515BI0100001175 | 6 | M3 |
| 65 | 10 | Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete as per standard specification | BI01010001010000000000000515BI0100001176 | ||
| 66 | 10.01 | FOR OHT | BI01010001010000000000000515BI0100001177 | 30 | T |
| 67 | 10.02 | FOR PUMP ROOM | BI01010001010000000000000515BI0100001178 | 0.4 | T |
| 68 | 10.03 | TOTAL | BI01010001010000000000000515BI0100001179 | 30.4 | T |
| 69 | 11 | Supplying and painting the walls with two coats of cement paint over one coat of cement primer as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work). | BI01010001010000000000000515BI0100001180 | ||
| 70 | 11.01 | FOR OHT | BI01010001010000000000000515BI0100001181 | 539 | M2 |
| 71 | 11.02 | FOR PUMP ROOM | BI01010001010000000000000515BI0100001182 | 65 | M2 |
| 72 | 11.03 | TOTAL | BI01010001010000000000000515BI0100001183 | 604 | M2 |
| 73 | 12 | Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 600mm X 600mm sizes of best approved quality and as per standard specifications etc.,complete. | BI01010001010000000000000515BI0100001184 | 1 | Nos |
| 74 | 13 | Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. (inclusive of all taxes) | BI01010001010000000000000515BI0100001185 | ||
| 75 | 13.01 | For 8mm to 16mm | BI01010001010000000000000515BI0100001186 | 21 | Mt |
| 76 | 13.02 | For 20mm to 32mm | BI01010001010000000000000515BI0100001187 | 9 | Mt |
| 77 | 14 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand, three aggregates) using 20mm HBG stones for OHT including grill in position, centering, shuttering charges, mixing concrete curing etc, to required height and clear width of 45cm consisting of two nos of vertical post of 10cm X 15cm and step salb of 25mm X 25mm etc,complete and as directed by Municipal Officers. | BI01010001010000000000000515BI0100001188 | 3.45 | Rm |
| 78 | 15 | nstruction of STEEL staircase of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done. | BI01010001010000000000000515BI0100001189 | 25 | Rm |
| 79 | 16 | Supplying and fixing of RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing, curing etc., complete as per standard specifications and as directed by Engineer-in-charge | BI01010001010000000000000515BI0100001190 | 31.57 | Rm |
| 80 | 17 | Providing and fixing of RCC 1:2:4 (one cement, two sand and four course aggregate of 20mm size hard blue granite broken stone) for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete as generally shown in plan and as directed. | BI01010001010000000000000515BI0100001191 | 4 | No |
| 81 | 18 | Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete as per standard specifications and as directed by Engineer-in-charge | BI01010001010000000000000515BI0100001192 | 1 | No |
| 82 | 19 | Providing and fixing in position of PVC water bar 150mm wide with single bulb for horizontal joints necessary holders fabrication, the rate inclusive of cost of water bar, holders fabrication and fixing in position etc complete as per standard specification and as directed by the Engineer. | BI01010001010000000000000515BI0100001193 | 96 | Rm |
| 83 | 20 | Supply and delivery of CI D/F sluice valves with cap along with specials of the 150mm dia in size confirming to IS 14846 / 2000 (PN1) including flanged tail piece and other specials as required, loading, unloading, transportation charges and stacking and jointing including cost of jointing materials etc, complete as per standard Specification. | BI01010001010000000000000515BI0100001194 | 2 | No |
| 84 | 21 | Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning, fixing of DI pipes etc, complete as detailed below | BI01010001010000000000000515BI0100001195 | 2150 | Kg |
| 85 | 22 | Supply and delivery of CI D/F sluice valves for Scour with cap along with specials of the 100mm dia in size confirming to IS 14846 / 2000 (PN1) including flanged tail piece and other specials as required, loading, unloading, transportation charges and stacking and jointing including cost of jointing materials etc. complete. | BI01010001010000000000000515BI0100001196 | 1 | Nos |
| 86 | 23 | Brick work in Cement Mortar 1:5 (One cement and five sand) using Country Bricks ground moulded of size 23 x11 x7cm. For the following including curing etc., complete complying with standard specification. For Foundation and Basement. | BI01010001010000000000000515BI0100001197 | 9 | m3 |
| 87 | 24 | Special Celing plastering with cement morter 1:3,10mm thick including cost and conveyence of all materials etc., complete | BI01010001010000000000000515BI0100001198 | 11 | m2 |
| 88 | 25 | Platering in CM 1:5 12mm thick including cost and conveyence of all materials etc., complete | BI01010001010000000000000515BI0100001199 | 65 | m2 |
| 89 | 26 | Paving the floor with design Antiskit ceramic tiles of size 305mmx305mmx6mm in all floors over a base layer of cement morter cm 1:3 using 20mm thick laid in situ and pointed with same coloured cement etc.,complete as per standard specifications | BI01010001010000000000000515BI0100001200 | 10 | m2 |
| 90 | 27 | Painting TWO coats of new iron works such as steel doors, windows,ventilators, window bars, balustrades etc., with best approved first quality of synthetic enamel paint of approved colour over the existing priming coats, etc., complete complying | BI01010001010000000000000515BI0100001201 | 6 | m2 |
| 91 | 28 | Fabrication and Supply of MILD STEEL DOOR of size 0.90mX2.10m with double leaves,outer frame made of 35x35x5 mm equal M.S.L. angle and shutter frame made of 25x25x5 mm equal M.S.angle for horizontal and vertical members and the shutter frame strengthened by stiffeners of 2 Nos horizantal and 3 Nos diagonal for each shutter using M.S. flat of size 20x5 mm fully covered with 18 guage plain M.S. full sheet whelded with shutter frame neatly and also fixing by welding 6 Nos holdfasts,2 Nos of wind appliances, 3 Nos of tower bolts, 1 No aldrop 3 Nos of handles, fixing the shutter with 6 Nos of hinges without frame of the door including painting the whole unit with one coat of best quality of redoxide primer. | BI01010001010000000000000515BI0100001202 | 1 | no |
| 92 | 29 | Geological survey for Locating bore well point by engaging approved Geologist and furnished detailed report for bore well soil strata etc. complete | BI01010001010000000000000515BI0100001203 | 1 | No. |
| 93 | 30 | Drilling of borewells of size 140/150mm in sedimentary formation strata of clay and sand stone shale pebbles etc. enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, laboure charges, drilling bentonite and water required for drilling at site etc. complete including construction of mud pit. | BI01010001010000000000000515BI0100001204 | ||
| 94 | 30.01 | up to 60m depth | BI01010001010000000000000515BI0100001205 | 50 | Rm |
| 95 | 31 | Reaming the borewell from140/150mm dia pilot bore to 300mm dia. Bore as directed by the departmental officers. | BI01010001010000000000000515BI0100001206 | ||
| 96 | 31.01 | up to 60m depth | BI01010001010000000000000515BI0100001207 | 50 | Rm |
| 97 | 32 | Supply and delivery of un plasticised for 200mm dia. CM Blue plain PVC pipes with socket ends and centering guides for every 15mtr length of pipe as per is 12818/92 and as amended from time to suit deep bore well up to 80m dept (CM) for delivery at site etc. | BI01010001010000000000000515BI0100001208 | 50 | Rm |
| 98 | 33 | Supply delivery and fixing of DN 200mm PVC End Cap suitable for the above pipes with ISI Marking inclisive at all take etc., complete, | BI01010001010000000000000515BI0100001209 | 1 | no |
| 99 | 34 | Laboure charges for inserting PVC Casing pipe assembly (with slot or without slot )in the drilled hole including jointing the pipe with PVC Coupler with cement pasteetc., complete, supply and packing the annular space with pebbles of size and quality as approved by the Engineer. | BI01010001010000000000000515BI0100001210 | 50 | Rm |
| 100 | 35 | Charges for developing the Bore well with air compressor of 600 CFM Capacity (Minimum 8 Hours ) including from sportation labour and fuel charges for compressor as directed by TWAD officers and conducting yeild test by 'V' Notch method , 150mm dia bore reming should be done up to 300mm dia | BI01010001010000000000000515BI0100001211 | 8 | Hr |
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