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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 CrAccepted-Finance | ₹8.9 Cr | L1 | Accepted-Finance Qualified |
| Sl No | Description | Qty | Unit | adya enterprises |
|---|---|---|---|---|
| 1.00NOTE: 1. Evaluation will be done by excluding the Provisional sum and the GST amount. 2. GST is to be quoted @ rate of 18% 3. The bid price shall be net of Input Tax credit availed by the bidder, i.e., the base price shall not have any GST component in it. In effect, Clause 171 of the GST, that is, the Anti-Profiteering Rule, shall be adhered to. A self-declaration from the bidder on clause 171 shall be attached with the invoice. The output GST paid by the bidder shall be reimbursed by CHENNAI METRO RAIL LIMITED on production of the documentary evidence Preamble: 1) Bill of Quantities should be read in conjunction with the conditions given in the General Conditions of Contract and Special Conditions of Contract, and the rates should be quoted accordingly. 2) Quoted rate should be inclusive of all incidental and enabling charges such as scaffolding, man lift, ladder, roping System, lighting arrangements, etc., to carry out the works. No additional charge will be paid other than the measurement. 3) Rates should be quoted considering the restricted working hours since the contractor shall be allowed to carry out the works only during the non-revenue hours if required. Works should be planned as per the block schedule finalised by the CMRL from time to time. 4) Quantities given in the Bill of quantities are indicative only. All items shall be paid only against the actual quantities executed at the site. 5) The Value of Variation is limited to +/- 25 %. 6) The quoted rates should be inclusive of all design & drawing, supply, fabrication and installation at the site. Nothing shall be claimed extra in this regard. | ||||
| 1.01 | SUMMARY OF PRICE BID | 1 | Nos | 7,56,71,613.8 ₹8.9 Cr |
Tender Value
₹8.3 Cr
EMD Value
₹8.3 L
Closing Date
25 Feb 2026, 11:00 amClosed
Managing Director
Metros, Anna Salai, Nandanam, Chennai.
Zonal Plumbing Maintenance Works and Other Associated Plumbing Services for Phase I and Phase I Extension stations, Tunnels and Buildings of Chennai Metro Rail Limited
2026_CMRL_895617_1
CMRL_OM_CIVIL MAINTENANCE_ZONAL PLUMBING
Open Tender
Civil Works
1095 days
Chennai
Please refer Tender documents.
10 documents required · 10 mandatory
₹24,000
Yes
CMRL
₹8.3 L
Yes
Chennai
12 May 2026
27 Jan 2026
25 Feb 2026
27 Jan 2026
25 Feb 2026
13 Feb 2026
29 Jan 2026 - 6 Feb 2026
4 Feb 2026
SUMMARY OF PRICE BID
Item Rate BoQ
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
Schedule A: PREVENTIVE MAINTENANCE
Sewage disposal from CMRL Permsis specially at SOT, SGU, SCM and SKO Admin depot, including removal of sewage, lead and disposal with all Environmental clearance.Using 8000 ltrs sucker machince
Sewage disposal from CMRL Permsis specially at SAP, SME, SLM, SSA, SCR, STE, SGM, STL, SLI, SGE, SHC, SMA, SWA, STC, STR, SNW, STG, SKP, STV, STT, SWN, SWD, SMM, SAL, SSI, SAN, SVA, SAR, SKO, STI, SAT, SAE, SSN, SPC, SKL, SNP, SEG and SCC, including removal of sewage, lead and disposal with all Environmental clearance.Using 8000 ltrs sucker machince
Scheduled cleaning of Scupper drains in all UG stations at all levels, including Street, concourse, track, undercroft and associated subways, which includes required machinery, leads and disposing away from CMRL premises of phase 1 & phase 1 extension
Scheduled cleaning of Inspection chambers and its consealed pipes of dia 100mm in all UG stations at all levels, including Street, concourse, track, undercroft and associated subways, which includes required machinery, leads and disposing away from CMRL premises of phase 1 & phase 1 extension
Scheduled cleaning of Inspection chambers and its consealed pipes of dia 100mm in tunnels, which includes required machinery, leads and disposing of waste away from CMRL premises of phase 1 & phase 1 extension
Scheduled cleaning of tunnels using pressured water using existing fire hydrant pipeline and wire brushes with sufficient manpower, including removing and disposing of foreign materials, without damaging/ distrubing cables/equipment installed in both upline and downline tunnels of phase 1 and phase 1 extension.
Scheduled cleaning of Sewage sumps of capacity 15,000 ltrs, i.e., de-silting in all UG stations, which includes required machinery, leads and disposing away from CMRL premises of phase 1 & phase 1 extension
Scheduled cleaning of Waste water collection sumps of capacity 15,000 ltrs, i.e., de-silting in all UG stations, which includes required machinery, leads and disposing away from CMRL premises of phase 1 & phase 1 extension
Scheduled cleaning of cross passage sumps of capacity 15,000 ltrs, i.e., de-silting in tunnels, which includes required machinery, leads and disposing away from CMRL premises of phase 1 & phase 1 extension
Scheduled cleaning of Fire sump of capacity varying 1,00,000 ltrs to 2,00,000 ltrs in all UG stations and elevated stations, including dewatering sump cleaning, leads and disposing away from CMRL premises of phase 1 and phase 1 extension
Scheduled cleaning of domestic water sumps of capacity varying from 1,00,000 ltrs to 2,00,000 ltrs in all UG stations and elevated stations, including dewatering sump cleaning, leads and disposing away from CMRL premises of phase 1 and phase 1 extension
Scheduled cleaning of Sintex water tanks of capacity varying from 500 litres to 2,000litres at all underground and elevated stations, including dewatering, thorough cleaning of tanks, removal and disposal of sludge and waste materials away from CMRL premises of Phase–1 and Phase–1 Extension, complete in accordance with the specification instructed by the Engineer In Charge.
Scheduled cleaning of Sintex water tanks of 10,000 litres capacity at all underground and elevated stations, including dewatering, thorough cleaning of tanks, removal and disposal of sludge and waste materials away from CMRL premises of Phase–1 and Phase–1 Extension, complete in accordance with the specifications instructed by the Engineer In Charge.
Item Rate BoQ
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
Schedule B: CORRECTIVE WORKS Note: * The columns number 26,27,28, and 29 are indicative prices in percentages based on the quoted value. These amounts will be released based on the completion of the respective category of the work
Supply, laying, fixing ISI HDPE pipe confirming to IS 4984 and fittings like elbows, bends, couplers and Tee with suitable support like GI C Channel, bed Clamp and U bolt at Station box and cut and cover ramp as instructed by the Engineer in charge. This includes cutting of existing CI pipe jointing/re-routing, packing at concourse soffit level, and staging/Scaffolding as per safety norms with suitable accessories and including all transportation and leads upto track and undercroft level, of the following size. S.No 3-7 are sub-items of S.No 2
dia100mm 10 PN
dia 90mm 10 PN
dia 75mm 10 PN
dia 63mm 10 PN
dia 50mm 10 PN
Supply, laying and fixing Chlorinated Polyvinyl Chloride -CPVC pipes, confirming SDR 11 of ASTM D2846, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints, complete as per the direction of the Engineer in Charge. or/also includes cutting of existing pipe jointing/re-routing, packing at concourse soffit level and staging/Scaffolding as per safety norms, with suitable accessories and including all transportation and leads up to track and undercroft level, of the following size. S.No 9-18 are sub-items of S.No 8
150 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
100 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
80 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
65 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
50 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
40 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
32 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
25 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
20 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
15 mm nominal dia Pipes, 22.5 Kg/sqcm and 23^c
Supply, laying, fixing of PE-AL-PE Composite pressure pipes conforming to IS -15450, UV Stabilised with carbon black having thermal stability for hot and cold water supply, capable to withstand temperature up to 80 deg C and fittings like elbows, bend, couplers and Tee with suitable support like GI C Channel, bed Clamp, U bolt etc at Station box and ramp as instructed by Engineer in charge. This includes cutting of existing pipe jointing/re-routing, packing at concourse soffit level and staging/Scaffolding as per safety norms, with suitable accessories and including all transportation and leads up to track and undercroft level, of the following size. S.No 20-24 are sub-items of S.No 19
4050 pipe of 50mm dia 0.8Mpa
3240 pipe of 40mm dia 0.9Mpa
2532 pipe of 32mm dia 0.9Mpa
1620 pipe of 25mm dia 1.0Mpa
1620 pipe of 20mm dia 1.0Mpa
Supply, laying, fixing of GI PIPE LINES like GI C Channel, bed Clamp, U bolt, etc. at Stations, depots, buildings and ramp as instructed by the Engineer in charge. This includes cutting of existing pipe jointing/re-routing, packing at concourse soffit level and staging/Scaffolding as per safety normswith suitable accessories and including all transportation and leads upto track and undercroft level, of the following size. S.No 26-28 are sub-items of S.No 25
150mm dia
100mm dia
80mm dia
Supply, laying, fixing Unplasticized Polyvinyl Chloride-UPVC SCHEDULED 80 as per ASTM D 1785,2467 and fittings like elbows, bends, couplers, and Tee with suitable support like GI C Channel, bed Clamp, U bolt with fittings like elbows, bends, couplers, Tee at Station box and cut and cover ramp as instructed by the Engineer in charge. This includes cutting of existing pipe jointing/re-routing, packing at concourse soffit level, and stagging/Scaffolding as per safety normswith suitable accessories and including all transportation, wall opening, wall closing and leads up to the street level, concourse slab level, platform slab level, track level, and undercroft level, complete in all respects and as directed by the Engineer-in-Charge. S.No 30-36 are sub-items of S.No 29
dia100mm 6kg/sqcm
dia 80mm 6kg/sqcm
dia 65mm 6kg/sqcm
dia 50mm 6kg/sqcm
dia 40mm 6kg/sqcm
dia 32mm 6kg/sqcm
dia 25mm 6kg/sqcm
Supplying and fixing in position the best quality PVC soil/waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete as directed by the Engineer. S.No 38-40 are sub-items of S.No 37
dia160mm 6kg/sqcm
dia110mm 6kg/sqcm
dia75mm 6kg/sqcm
Supply, laying, fixing, testing and commissioning of 100 mm dia Cast Iron Class B pipes, for down take pipe lines confirming IS 1536, in the Stations, buildings and depots. with a fitting method with suitable support like GI C Channel, bed Clamp, U bolt, etc., at Station box and ramp as instructed by the Engineer in charge. This includes cutting of existing pipe jointing/re-routing, packing at concourse soffit level and staging/Scaffolding as per safety normswith suitable accessories and including all transportation and leads upto track and undercroft level.
Supply, laying, fixing, testing and commissioning of 100 mm dia Ductile Iron Class K-9 pipes, for cross passage pumping pipe lines in the tunnel and its asssociated Under Ground Stations with fitting method with suitable support like GI C Channel, bed Clamp, U bolt, etc. at Station box, tunnel and ramp as instructed by the Engineer in charge. This includes cutting of existing pipe jointing/re-routing, packing at the soffit level and staging/Scaffolding as per safety normswith suitable accessories and including all transportation and leads upto track and undercroft level.
Supply, fixing, testing, and commissioning of Bronze Gate / Ball Valve of approved make and manufacture, conforming to relevant IS / BS / ASTM standards, having a minimum pressure rating of PN 20, including disconnection and dismantling of the existing plumbing line, installation of the new valve with all required flanges, washers, nuts, bolts, rubber gaskets, and other necessary accessories; painting; loading and unloading; and provision of scaffolding arrangements up to 3.00 m height -above this height to be measured and paid separately. The work shall also include reinstatement of the dismantled portions to their original condition and testing of the entire system for leakages, all complete, and the makers of the fittings shall be solely approved as directed by the Engineer-in-Charge. S.No 44-53 are sub-items of S.No 43
15mm dia pipe
20mm dia pipe
25mm dia pipe
32mm dia pipe
40mm dia pipe
50mm dia pipe
65mm dia pipe
80mm dia pipe
100mm dia pipe
150mm dia pipe
Supply, fixing, testing, and commissioning of Bronze Butterfly Valve of approved make and manufacture, conforming to relevant IS/BS/ASTM standards, with a minimum pressure rating of PN20, including disconnection and dismantling of the existing plumbing line, installation of the new valve with all required flanges, washers, nuts, bolts, rubber gaskets, and other necessary accessories; painting; loading and unloading; and provision of scaffolding arrangements up to 3.00 m height - above this height to be measured and paid separately. The work shall also include reinstatement of the dismantled portions to their original condition and testing of the entire system for leakages, all complete, and the makers of the fittings shall be solely approved as directed by the Engineer-in-Charge. S.No 55-62 are sub-items of S.No 54
25mm dia pipe
32mm dia pipe
40mm dia pipe
50mm dia pipe
65mm dia pipe
80mm dia pipe
100mm dia pipe
150mm dia pipe
Supply, fixing, testing, and commissioning of Bronze Horizondal type - Non Return Valve - NRV of approved make and manufacture, conforming to relevant IS/BS/ASTM standards, with a minimum pressure rating of PN20, including disconnection and dismantling of the existing plumbing line, installation of the new valve with all required flanges, washers, nuts, bolts, rubber gaskets, and other necessary accessories; painting; loading and unloading; and provision of scaffolding arrangements up to 3.00 m height - above this height to be measured and paid separately. The work shall also include reinstatement of the dismantled portions to their original condition and testing of the entire system for leakages, all complete, and the makers of the fittings shall be solely approved as directed by the Engineer-in-Charge. S.No 64-70 are sub-items of S.No 63
25mm dia pipe
32mm dia pipe
40mm dia pipe
50mm dia pipe
65mm dia pipe
80mm dia pipe
100mm dia pipe
Supply, fixing, testing, and commissioning of Bronze Vertical type - Non Return Valve - NRV of approved make and manufacture, conforming to relevant IS/BS/ASTM standards, with a minimum pressure rating of PN20, including disconnection and dismantling of the existing plumbing line, installation of the new valve with all required flanges, washers, nuts, bolts, rubber gaskets, and other necessary accessories; painting; loading and unloading; and provision of scaffolding arrangements up to 3.00 m height - above this height to be measured and paid separately. The work shall also include reinstatement of the dismantled portions to their original condition and testing of the entire system for leakages, all complete, and the makers of the fittings shall be solely approved as directed by the Engineer-in-Charge. S.No 72-78 are sub-items of S.No 71
25mm dia pipe
32mm dia pipe
40mm dia pipe
50mm dia pipe
65mm dia pipe
80mm dia pipe
100mm dia pipe
Supply, fixing, testing, and commissioning of Bronze Pressure Reduce Valve - PRV of approved make and manufacture, conforming to relevant IS/BS/ASTM standards, with a minimum pressure rating of PN20, including disconnection and dismantling of the existing plumbing line, installation of the new valve with all required flanges, washers, nuts, bolts, rubber gaskets, and other necessary accessories; painting; loading and unloading; and provision of scaffolding arrangements up to 3.00 m height - above this height to be measured and paid separately. The work shall also include reinstatement of the dismantled portions to their original condition and testing of the entire system for leakages, all complete, and the makers of the fittings shall be solely approved as directed by the Engineer-in-Charge. S.No 80-88 are sub-items of S.No 79
15mm dia pipe
20mm dia pipe
25mm dia pipe
32mm dia pipe
40mm dia pipe
50mm dia pipe
65mm dia pipe
80mm dia pipe
100mm dia pipe
Supply, fixing, testing, and commissioning of Bronze Air Relief valve - ARV of approved make and manufacture, conforming to relevant IS/BS/ASTM standards, with a minimum pressure rating of PN20, includings disconnection and dismantling of the existing plumbing line, installation of the new valve with all required flanges, washers, nuts, bolts, rubber gaskets, and other necessary accessories; painting; loading and unloading; and provision of scaffolding arrangements up to 3.00 m height - above this height to be measured and paid separately. The work shall also include reinstatement of the dismantled portions to their original condition and testing of the entire system for leakages, all complete, and the makers of the fittings shall be solely approved as directed by the Engineer-in-Charge. S.No 90-95 are sub-items of S.No 89
15mm dia pipe
20mm dia pipe
25mm dia pipe
32mm dia pipe
40mm dia pipe
50mm dia pipe
Supply, fixing, testing, and commissioning of Bronze Sluice Valve of approved make and manufacture, conforming to relevant IS/BS/ASTM standards, with a minimum pressure rating of PN20, including disconnection and dismantling of the existing plumbing line, installation of the new valve with all required flanges, washers, nuts, bolts, rubber gaskets, and other necessary accessories; painting; loading and unloading; and provision of scaffolding arrangements up to 3.00 m height - above this height to be measured and paid separately. The work shall also include reinstatement of the dismantled portions to their original condition and testing of the entire system for leakages, all complete, and the makers of the fittings shall be solely approved as directed by the Engineer-in-Charge. S.No 97-100 are sub-items of S.No 96
65mm dia pipe
80mm dia pipe
100mm dia pipe
150mm dia pipe
Supply, fixing, testing, and commissioning of Bronze Flow Meter of approved make and manufacture, conforming to relevant IS/BS/ASTM standards, including disconnection and dismantling of the existing plumbing line, installation of the new valve with all required flanges, washers, nuts, bolts, rubber gaskets, and other necessary accessories; painting; loading and unloading; and provision of scaffolding arrangements up to 3.00 m height - above this height to be measured and paid separately. The work shall also include reinstatement of the dismantled portions to their original condition and testing of the entire system for leakages, all complete, and the makers of the fittings shall be solely approved as directed by the Engineer-in-Charge. S.No 102-110 are sub-items of S.No 101
15mm dia pipe
20mm dia pipe
25mm dia pipe
32mm dia pipe
40mm dia pipe
50mm dia pipe
65mm dia pipe
80mm dia pipe
100mm dia pipe
Supply, fixing, testing, and commissioning of gun metal gate valve with C.I. wheel of approved quality - screwed end, including disconnection and dismantling of the existing plumbing line, installation of the new valve with all required flanges, washers, nuts, bolts, rubber gaskets, and other necessary accessories; painting; loading and unloading; and provision of scaffolding arrangements up to 3.00 m height - above this height to be measured and paid separately. The work shall also include reinstatement of the dismantled portions to their original condition and testing of the entire system for leakages, all complete, and the makers of the fittings shall be solely approved as directed by the Engineer-in-Charge. S.No 112-113 are sub-items of S.No 111
65 mm nominal bore
80 mm nominal bore
Providing and fixing a double scaffolding system - cup lock type on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connections with the building, etc, wherever required for inspection of work at required locations with essential safety features for the workmen, etc., complete as per directions and approval of the Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment will be made once, irrespective of the duration of scaffolding. The item will be certified only for Maintenance Work carried out above 5 Mtr
Core Cutting on Existing RCC Structure and Block Work using Standard Core Cutting Machine of Size 100 to 200 mm Dia and depth of 150mm to a maximum of 450 mm.
Core Cutting on Existing RCC Structure and Block Work using Standard Core Cutting Machine of Size 100 to 200 mm Dia and depth of 450 to a maximum of 800 mm.
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan, including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All kinds of soils
Construction of manhole chamber of internal size 600mm × 600mm × 300mm - depth as per site condition with brickwork in cement mortar 1:5 for walls, 20mm thick plastering in cement mortar 1:3 for walls and flooring, including labour, materials, curing, finishing and all incidental charges, complete as directed by the Engineer.
Supplying and fixing in position heavy-duty Fibre Reinforced Polymer - FRP manhole cover Slab of size 600 mm × 600 mm with a minimum load-bearing capacity of 5 tonnes, suitable for high-traffic and heavy-duty applications, including frame, cover, and all necessary fittings, fixing conforming to relevant standard specifications, complete in accordance with the specification instructed by the Engineer In Charge.
Plastering with Cement Mortar 1:3 - One Cement and Three Sand, 20mm thick mixed with water-proofing compound conforming to BIS at 2% by weight of cement used, including finishing, curing, etc., complete in accordance with the specification instructed by the Engineer In Charge.
Providing and applying tack coat chemical treatment to sunken toilet areas, Diapharam Chamber, Manhole chambers including thorough cleaning of the concrete and wall surface to remove dust, laitance, oil, and loose particles, followed by the uniform application of an approved bitumen-based / polymer-modified waterproofing chemical tack coat using brush or spray apply two coats of complete surface bonding between the concrete base and wall surface and the subsequent waterproofing or protective layers, complete as directed by the Engineer-In-Charge
Supplying and installing a metal false ceiling using Fire Retardant Galvanised Steel Sheet Plain lay in tile size 600mm x 600mm, 0.5mm thick, powder coated on the external surface and shall have a flange on all four sides to rest on the exposed grids. The system to give 600mm x 600mm centre to centre ‘T’. The ‘T’ shall not be dipped GI Tee Section 3600mm long main Tee. 24mm wide and cross Tee panels are formed by running main runner of ‘T’ section of size 30mm x 24mm powder coated at bottom at intervals with powder coating at bottom. Necessary provision of interlocking of ‘T’ section is made at required intervals not exceeding 1200mm. The main runners are suspended from the ceiling by means of 4mm dia. GI rods fixed to the ceiling using anchor fasteners of 50mm x 8mm size with nylon inset and hooked to the main rubbers using clips. The last hangers at the end of each rubber should not be greater than 600mm from the adjacent wall. The last panel shall be placed at the side wall using edge profile ‘L’ Angle of size 20mm x 20mm and fixed to the side wall. The false ceiling should be fixed of same level and should present a neat look complete complying with the standard specification and including cutting and threading wherever necessary, fittings in the specified model and make as instructed by the Engineer-In-Charge.
Supplying, Fabricating, erecting and fixing Hilux or equivalent Gyp Board FALSE CELING upto a ceiling height of 4.50 m from floor level using Hilux board Plain sheet 10mm thick which includes shaped GI channels of size 25 x 25 x 0.50 mm thick suspended from ceilling at 1.2 m both longitudinal and cross vertical support and fixing shaped GI channels of size 50 x 30 x 0.50 mm and 150 x 10 x 0.50 mm thick at 0.60m centre longitudinal and cross direction for vertical supports and fixing U shaped GI channels of size 50 x 30 x 0.50 mm thick and 50 x 10 x 0.50 mm thick at 0.60 m centre to centre in cross direction and respectively for horizantal supports of zig - zag pattern and fixing of Gyp board in the panel provided in the desing pattern given and sprating the standard specification and as directed by the departmental officers. The rate shall be inclusive of finishing the edges and wall junctions with suitable lipping and cornice arrangements.
Providing, supplying, and fixing Grooved mechanical couplings suitable for Mild Steel - MS pipes conforming to relevant IS/ASTM standards, with ductile iron housing conforming to ASTM A536 Grade 65-45-12 or equivalent, and designed for a minimum working pressure of 10 kg/cm² -PN10; including housing, gasket, coupling bolts and nuts, complete with all necessary accessories. The couplings shall be of approved make and shall provide a secure, leak-tight joint capable of accommodating thermal expansion, contraction, and vibration, including supply, delivery to site, installation, joint testing, tools, consumables, labour, and all incidental works, complete as directed by the Engineer.
Supplying, laying and positioning best quality mineral filled 3 layered - PP/PP mineral-filled/PP, 160mm Polypropylene low noise pipes and fittings of min. density 1.9 gm/cm3, including all fittings & accessories for waste water purpose in floors, ceiling suspended, or on walls, with leak-proof joints, etc., and Structure Borne Sound level less than 10 dBA at flow rate of 2 L/s according to EN 14366. - Should have D-s2, d0 fire classification as per EN 13501 or B2 as per DIN 4102, short term hot water resistance upto 95°c and long term upto 90°c, chemical resistance of pH 2 to pH 12 including dismantling the existing pipes/masonry / RCC wherever necessary and the pipes fixed in position in true alignment, etc., complete complying with standard specifications and instruction by Engineer - In - Charge.
Supplying, laying and positioning best quality mineral filled 3 layered - PP/PP mineral-filled/PP, 110mm Polypropylene low noise pipes and fittings of min. density 1.9 gm/cm3, including all fittings & accessories for waste water purpose in floors, ceiling suspended, or on walls, with leak-proof joints, etc., and Structure Borne Sound level less than 10 dBA at flow rate of 2 L/s according to EN 14366. - Should have D-s2, d0 fire classification as per EN 13501 or B2 as per DIN 4102, short term hot water resistance upto 95°c and long term upto 90°c, chemical resistance of pH 2 to pH 12 including dismantling the existing pipes/masonry / RCC wherever necessary and the pipes fixed in position in true alignment, etc., complete complying with standard specifications and instruction by Engineer - In - Charge.
Supplying, laying and positioning best quality mineral filled 3 layered - PP/PP mineral-filled/PP, 75mm Polypropylene low noise pipes and fittings of min. density 1.9 gm/cm3, including all fittings & accessories for waste water purpose in floors, ceiling suspended, or on walls, with leak-proof joints, etc., and Structure Borne Sound level less than 10 dBA at flow rate of 2 L/s according to EN 14366. - Should have D-s2, d0 fire classification as per EN 13501 or B2 as per DIN 4102, short term hot water resistance upto 95°c and long term upto 90°c, chemical resistance of pH 2 to pH 12 including dismantling the existing pipes/masonry / RCC wherever necessary and the pipes fixed in position in true alignment, etc., complete complying with standard specifications and instruction by Engineer - In - Charge.
Dismantling the floor finish in cement mortar with Ceramic tiles / glazed tiles/cuddapah slab and clearing away, carefully stacking the material useful for reuse for any thickness, etc., completely complying with the standard specification and as directed by the Departmental officers.
Dismantling, Plain cement concrete and clearing away the same 50 m away from the site and roughening the surface, etc., complete complying with the standard specification and as directed by the Departmental officers.
Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per the direction of the Engineer-in-charge.
Providing, mixing, laying polymer based water proofing treatment or brushband water proofing treatment for the Sunken Toilet RCC wall, Clearing surface thoroughly with water and remove all the impurities and loose particles, flacks, fungus growth etc., by suitable mechanical means like scrapping or wire brushing, after dryed Condition to applying flexible, waterproofing compound confirming to IS:2645, to a thickness of 1mm two coats applyed of the prepared surface of the roof slab/floor slab as per specifications mentioned above providing cement mortar 1:3, waterproofing cover plaster to a thickness of 12mm over the membrane coating with admixture of approved make. After drying, another two coats applyed from the plastering surfaces. Rate inclusive of Water Stagnation for 24 hours, Rate quoted is inclusive of preparation of surface, which includes cleaning of surface polymer mortar curing, labour, tools and equipment, etc., grouting with cement and sand required for the treatment, the cost and labour charges for fixing 25mm dia pressure pipes 15kg/cm2 to a length of 45cm for drip pipes - Spout Pipe, etc. complete.
Providing & fixing White Orissa pattern W.C Pan of size 580x440 mm water closet - Indian type, along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge.
Supplying and filling the Brick Jelly Lime Concrete1:2:5 using 40mm brick jelly in Lime Mortar 1:2 -10cu.m., including conveyance loading and unloading charges and all other incidental charges, filling, laying, watering and consolidation, etc., complete in accordance with specification instructed by Engineer In Charge.
Providing and laying in position ready mixed or site batched design mix cement concrete of M35 grade with minimum cement content of 370 kg /cumfor Plain Cement Concrete/ Reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: In case the cement content in the design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
Supplying and fixing position Nahani Trap / Floor Trap of the Nahani Trap of size 100 x 75mm with stainless steel gratings sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 - One part of lime, two part of sand and five part of 40mm gauge brick jelly, and finished with Cement Mortar 1:3 - One Cement, Three sand, including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the PVC pipes, etc., complete in accordance with specification instructed by Engineer In Charge.
Providing and laying Ceramic glazed floor tiles of size 300x300 mm - thickness to be specified by the manufacturer, of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 - 1 Cement: 4 Coarse sand, jointing with grey cement slurry at 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.
Providing and laying, gang saw cut 50mm thk Granite like Sadharahalli & Jet black but not limited to, of required size and shape of approved shade, Colour and texture in footpath, in road side plazas and similar locations, laid over 20 mm thk base of cement mortor 1:4 - 1 Cement:4 Coarse Sand including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. Complete as per the direction of the Engineer-In-Charge.Rough Finish
Paving the floor with fine polished cuddapah stone slab of 20 to 30mm thick thickness over cement mortar bed of 20mm thick in Cement Mortar 1:3 - One Cement and Three crushed stone Sand, With the required Cement Slurry and Mortar Plasticizer and pointing the joints to full depth of slabs with same mortar mixed with black oxide and the top surface rendered smooth, curing, etc., Complete as per direction of Engineer-In Charge
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade at maximum 100mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
Taking out existing CC interlocking paver blocks from the footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within a 50 metre lead as per direction of Engineer-in-Charge.
Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including a 50 mm thick compacted bed of coarse sand, filling the joints with fine sand, etc., all complete as per the direction of the Engineer-in-charge. Old CC paver blocks shall be supplied by the department free of cost.
Item Rate BoQ
BoQ_Ver4.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)
NUMBER #
Schedule C: SUPPLY OF TOOLS, MACHINERY AND LABOUR WORKS - BILL OF QUANTITIES
Manpower Supply for Cleaning, removal and disposal of Slush, Mud, slit etc from Scupper drains at base slab Track level, and Undercroft level, sumps in UG Stations and Concourse IC Chamber and Scupper drain at 21 UG Stations and associated tunnels has been instructed by the Engineer in Charge
Supply of Manpower, coolie - Unskilled
Supply of Manpower, Welder/Fitter - grade-1, for Welding Work with Required Tools, Tackles and Consumables - Including Welding Machine, Electrodes/Grinding Machine, Cutting Machine.
Supply of Manpower, Plumber - I Class
Supply of Manpower, Helper-Technician, for Fitter works
Supply of Machinery with Operator and Fuel - Trip Sheet to be enclosed for all machinery S.No 8-17 are sub-items of S.No 7
Jet Roding with Compressor, gun, rubber pipes & other accessories-hire charge of plant & machinery, including necessary fuel
Hydraulic Excavator -3D, with Driver and fuel - Minimum Hire charge will be for 4 Hours if usage is below 4 hours.
Hydraulic Excavator - 3D, with Hydraulic Breaker Arrangement for hard Concrete breaking with driver and fuel.
Air compressor of 250 Cfm to 500 Cfm with two leads for pneumatic cutters/hammers
Generator 100 KVA/125 KVA with operator and fuel
Hire charges of Tata-407 or equivalent for local shifting with driver and fuel.
Hiring of Tractor-mounted Diesel Dewatering Pump of capacity 4000 ltr/hr and above, including fuel and operator Charge for Running hours. - Pump may be of any type, and its capacity should be above 4000 ltr/hr.
Hiring of Tractor-mounted Diesel Dewatering Pump of capacity 4000 ltr/hr and above, including fuel and operator Charge for idle hours. - Pump may be of any type, and its capacity should be above 4000 ltr/hr.
Hire charges for providing and operating a TATA ACE vehicle 2 tonne capacity with driver, fuel, and necessary manpower for debris collection, loading, unloading, and disposal, complete as directed by the Engineer.
Hiring for a Backhoe Loader of approved make and capacity, including operator, fuel, lubricants, and all necessary attachments such as bucket, excavator arm, and stabilizers. The equipment shall be used for excavation, trenching, loading, backfilling, levelling, and other earthwork activities as directed by the Engineer. The contractor shall ensure proper operation, maintenance, and safety compliance, including daily inspection, fuel management, and minor repairs during the hire period. The rates include mobilization, demobilization, transportation to and from the site, standby charges, and all incidental costs for complete and satisfactory execution of work, as per standard specifications and as directed by the Engineer.
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