Tender For Construction Of Demonstration Housing Project G Plus 3 On Design & Build Basis At Villianur, Puducherry Under Pmay-U 2.0
Tender Value
7.63 Crore
Estimated cost
Bid Submission
27 Apr 2026
0 days left
EMD
15.27 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Villianur → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Demonstration Housing Project G Plus 3 On Design & Build Basis At Villianur, Puducherry Under Pmay-U 2.0
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 15-Apr-2026 | Corrigendum 01 DHP at Puducherry | Technical Bid | 20-Apr-2026 |
| 2 | 15-Apr-2026 | Corrigendum 01 DHP at Puducherry | Technical Bid | 27-Apr-2026 |
| 3 | 20-Apr-2026 | Extension of last date | Date | 27-Apr-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | HEAD A - DWELLING UNITS AND OTHER PROVISIONS |
| 2 | Total cost of construction of Building including all associate facilities & services, fire-fighting, handicap ramp & staircase with stainless steel railing, 6 passengers lift with lift well and DG set of required size & capacity, mumty, plinth protection and other provisions complete in all respect as per scope of work with specifications and drawings mentioned in Bid document & including GST, Labour Cess and other Taxes and complete maintenance for 5 years.. |
| 3 | HEAD B - ON SITE INFRASTRUCTURE WORKS (on Item Rate Basis) including GST, Labour Cess and other Taxes |
| 4 | SUB-HEAD 1 |
| 5 | EARTH FILLING |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 7 | Extra for lead beyond 5 km (Rate Only) |
| 8 | Deduct for not rolling with power roller of minimum 8 tonnes for bankingexcavated earth in layers not exceeding 20 cm in depth |
| 9 | Deduct for not watering the excavated earth for banking |
| 10 | Extra for Dewatering work (rate only) |
| 11 | SUB-HEAD 2 |
| 12 | ROAD AND PAVEMENT |
| 13 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 14 | 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge (All kind of Soil) |
| 15 | Disposal of surplus excavated earth within a lead of 5 km beyond the initial lead of 50m as directed by Competent authority |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level.(100 mm thickness) |
| 17 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 18 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Competent authority (100 mm thickness)(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 19 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. |
| 20 | with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 (both sides) |
| 21 | Interlocking Paver |
| 22 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of BMTPC or Site Engineer. |
| 23 | SUB-HEAD 3 |
| 24 | BOUNDARY WALL WITH ENTRANCE GATE |
| 25 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 26 | All kinds of soil. For column footing |
| 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level.(100 mm thickness) |
| 28 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 29 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement |
| 30 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (Colum) |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 32 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 33 | Lintels, beams, plinth beams, girders, bressmuers and cantilevers |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above |
| 35 | Thermo-Mechanically Treated bars of grade Fe-500D or more (@125cum) |
| 36 | Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of BMTPC. (The payment of RCC band and reinforcement shall be made for separately). (RATE ONLY) |
| 37 | 12 mm cement plaster of mix : |
| 38 | 1:6 (1 cement: 6 coarse sand) |
| 39 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. |
| 40 | New work (Two or more coats applied @ 1.43 litre /10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm |
| 41 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete. |
| 42 | Entrance Gate |
| 43 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. |
| 44 | With G.I. barbed wire |
| 45 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete |
| 46 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 47 | Two or more coats on new work over an under coat of ordinary paint |
| 48 | BOUNDARY WALL WITH PROPOSED TECHNOLOGY |
| 49 | Providing & installation of 2.1 meter high boundary wall of technology proposed for building work over plinth beam with fixing fencing over it consisting of angle iron posts with 9 rows of G.I barbed wire including coping, finishing etc. all complete as per approved drawing and direction of BMTPC. (RATE ONLY) |
| 50 | SUB-HEAD 4 |
| 51 | EXTERNAL WATER SUPPLY |
| 52 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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 direction of Engineer of BMTPC. |
| 53 | 40 mm nominal outer dia pipes |
| 54 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 55 | 40 mm nominal bore. |
| 56 | SUB-HEAD 5 |
| 57 | SEWERAGE |
| 58 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 59 | Depth upto 1.5 m |
| 60 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 61 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 62 | With common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 |
| 63 | Extra for depth for manholes : |
| 64 | Size 90x80 cm |
| 65 | With common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 |
| 66 | Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m |
| 67 | All kinds of soil |
| 68 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 69 | Man holes |
| 70 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 71 | 150 mm dia |
| 72 | Disposal of surplus excavated earth within a lead of 5 km beyond the initial lead of 50m as directed by Competent authority |
| 73 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) up tohaunches of S.W. pipes including bed concrete as per standarddesign : |
| 74 | 150 mm dia |
| 75 | SUB-HEAD 6 |
| 76 | DRAINAGE AND DISPOSAL |
| 77 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 78 | In all kinds of soil. |
| 79 | Depth upto 1.5 m |
| 80 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 81 | 1:4 (1 cement: 4 fine sand) |
| 82 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in: |
| 83 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 84 | Disposal of surplus excavated earth within a lead of 5 km beyond the initial lead of 50m as directed by Competent authority |
| 85 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level.(100 mm thickness) |
| 86 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 87 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos. longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of BMTPC, Engineer. |
| 88 | Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m |
| 89 | All kinds of soil |
| 90 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) up tohaunches of S.W. pipes including bed concrete as per standarddesign : |
| 91 | 150 mm diameter |
| 92 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of jointsetc. complete (uPVC may also be used of same dia) : |
| 93 | 150 mm dia |
| 94 | SUB-HEAD 7 |
| 95 | UNDER GROUND WATER TANK |
| 96 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by BMTPC, Engineer. Depth upto 1.5 m |
| 97 | All kinds of soil |
| 98 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : |
| 99 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 100 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 101 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 102 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 103 | Thermo-Mechanically Treated bars of grade Fe-500D or more(@125/cum |
| 104 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 105 | Foundation, base of walls, columns etc. |
| 106 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 107 | Suspended floors, roofs, landings, balconies and access platform |
| 108 | 12 mm cement plaster of mix : |
| 109 | 1:6 (1 cement: 6 fine sand) |
| 110 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 111 | 1:4 (1 cement: 4 fine sand) |
| 112 | Steel work welded in built up sections/ framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 113 | Supply & Installation of Mono Block Pump with starter of approved brand complete (2HP) |
| 114 | SUB-HEAD 8 |
| 115 | RAIN WATER HARVESTING |
| 116 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction upto 90 metre depth below ground level. All types of soil |
| 117 | 300 mm dia |
| 118 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction |
| 119 | 150 mm nominal size dia |
| 120 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction |
| 121 | RWH Pit (5x1.8x1.8 inside size) |
| 122 | Supplying, filling, spreading & levelling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per direction |
| 123 | RWH Pit (5x1.8x1.8 inside size) |
| 124 | Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction |
| 125 | RWH Pit (5x1.8x1.8 inside size) |
| 126 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction |
| 127 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos. longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction |
| 128 | Earth work in excavation bymechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by BMTPC or Site Engineer.All kinds of soil |
| 129 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 130 | Brick masonry in foundation with brick of class des.75 in CM 1:6 |
| 131 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 132 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level. |
| 133 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mmnominal size). |
| 134 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks |
| 135 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 136 | Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m |
| 137 | All kinds of soil |
| 138 | Providing and fixing on wall face un-plasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. |
| 139 | 110 mm diameter |
| 140 | Providing and fixing on wall face un-plasticised - PVC moulded fittings/ accessories for un-plasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion |
| 141 | Bend 87.5° |
| 142 | 150 mm diameter |
| 143 | SUB-HEAD 9 |
| 144 | HORTILCULTURE |
| 145 | Supplying and stacking at site dump manure from approved source including all lead and lifts (manure measured in stacks will be reduced by 8% for payment) - screened through sieve of IS designation 20 mm. |
| 146 | Supplying & stacking sludge at site including royalty & carriage will all leads & lifts (sludge manure measured in stacks will be reduced by 8 % for payment) |
| 147 | Spreading of sludge / damp manure of / and good earth in required thickness (cost of sludge/ damp manure or / land good earth to paid separately) |
| 148 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth. |
| 149 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). |
| 150 | Supplying & Stacking of Selection No.1 doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc. and as per direction of officer in charge. |
| 151 | Supply and Planting of Croton Golden plant, having ht. 45 cm to 60 cm with 2 to 3 branches, well developed, fresh and healthy foliage in 25 cm size of Earthen pot / Plastic pot as per direction of the officer-in-charge. (As per local conditions suitability) |
| 152 | Plants |
| 153 | SUB-HEAD 10 |
| 154 | EXTERNAL ELECTRIFICATION |
| 155 | P/Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, 2ndclass bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. |
| 156 | 35.0 Sq.mm |
| 157 | 3.5 core |
| 158 | 35.0 Sq.mm up to 95 Sq.mm |
| 159 | 2 core |
| 160 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required of size. |
| 161 | 3.5 x 35.0 sq.mm |
| 162 | 2 x 6.0 sq.mm |
| 163 | Supply and fixing of floor mounting, totally enclosed, compartmentalized, cubical, dust, vermin proof and outdoor type. Feeder pillar fabricated out of 2 mm thick cold rolled carbon annealed, sheet steel, internally strengthened with angle iron frame work with following incoming and outgoing feeders (fabricated out of 2 mm CRCA Sheet steel) including making connection / inter-connections with lugs / glands crimping tools, testing and commissioning of following items inside the panel: |
| 164 | Incommer |
| 165 | 1 No. 200 Amp. 4 poles MCCB (25 Ka) with ON/OFF indications metre |
| 166 | Indication |
| 167 | Three (3) Nos. phase indicating (R.Y and B) lamps with protection 2A SP MCB's for protection having lens and lamp. |
| 168 | Outgoing |
| 169 | One (1) NO. 160 Amp. 4 pole MCCb (16 KA) with ON/OFF indications in the infront 15 nos. 32 A D.P. MCB (10 KA) |
| 170 | Control |
| 171 | 4 Pole Contractor with a thermal rating of 32 - 1 no. |
| 172 | Time Switch with Daily dial, suitable for operation on 230 Volt, Single phase, 50 Hz, AC supply - 1 No. |
| 173 | Auto - Manual Selector switch - 1 No. |
| 174 | On / Off Push Buttons - 4 Nos. |
| 175 | Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 176 | Supply, installation and commissioning of SPV Solar Street Light (white LED Based) System as per specifications including supplying of 75 mm dia (nominal) (Medium class), 5.5 metre length (including accessories) complete with base plate and nipple including two coats of black bituminous paint upto 1 mtr. From bottom and two coats of aluminium paint above ground level etc. complete as required. Detail of pole: Planting depth - 1 Mtr and Height above ground level - 4.5 Mtr. over concrete pedestal, 15 Watt LED light Phillips/ Bajaj/ Crompton or Suitable Equivalent. |
| 177 | Supply, installation and commissioning of Solar Panel with 500 Watt for 48 number lighting points in common areas (corridor & Staircase) at suitable locations including LED bulbs with 10 Watt |
| 178 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths below natural ground / Road top level. |
| 179 | In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 180 | Depth upto 1.5 m |
| 181 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : |
| 182 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). |
| 183 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundation etc. |
| 184 | Supplying, installing on wall, testing and commissioning of following capacity made of 1.6 mm thick sheet steel enclosure duly painted with powder coating, wall straps bus bar 100 amp. of size 400 x 300 mm |
| 185 | Supplying, installation, testing & commissioning of 125 KVA transformer including service connection and all basic infrastructure to make the transformer functional of approved brand & make by BMTPC complete in all respect. |
| 186 | SUB-HEAD 11 |
| 187 | TUBE WELL |
| 188 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipment, tools, plants & machineries required for the job, all complete as per direction of BMTPC, Engineer, upto 90 metre depth below ground level |
| 189 | All types of soil |
| 190 | 300 mm dia |
| 191 | Supplying, assembling, lowering and fixing in vertical position in bore well, un-plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction |
| 192 | 100 mm nominal size dia |
| 193 | Tube well |
| 194 | Gravel packing in tube-well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction |
| 195 | Tube well |
| 196 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube-well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of BMTPC, Engineer. |
| 197 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: |
| 198 | 100 mm dia |
| 199 | Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tube-well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 200 | 100 mm dia |
| 201 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube-well as per IS:2800 (part I). |
| 202 | 100 mm dia |
| 203 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 204 | 25mm pipe |
| 205 | Submersible Pump-15HP |
| 206 | Starter |
| 207 | Electrical Flat Cable |
| 208 | SUB-HEAD 12 |
| 209 | SEPTIC TANK |
| 210 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by BMTPC, Engineer. All kinds of soil |
| 211 | Depth upto 1.5 m |
| 212 | Extra for additional depth of 1.5 m or part thereof in: All kind of soil |
| 213 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level. |
| 214 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 215 | Brick work with common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 in foundation and plinth in: |
| 216 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 217 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : |
| 218 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size21) |
| 219 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 220 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 221 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above |
| 222 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 223 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 224 | Suspended floors, roofs, landings, balconies and access platform |
| 225 | Half brick masonry with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundations and plinth in |
| 226 | cement mortar 1:4 (1 cement : 4 coarse sand) sqm |
| 227 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 228 | 1:4 (1 cement: 4 fine sand) |
| 229 | Steel work welded in built up sections/ framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 230 | Making soak pit. 2.5 m dia 3 m deep with 45x45 cm dry brick honey comb shaft and S.W. drain pipe 100 mm diameter, 1.8 m long complete filled with laterite stone aggregate 125 to 180 mm surrounded by laterite stone aggregate of 40 mm and down gauge as per standard design. |
| 231 | SUB-HEAD 13 |
| 232 | DEMOLISHING AND DISMANTLING |
| 233 | Dismantling of existing structure including removal of foundation and all services and infrastructure work, road etc. all complete as per direction of BMTPC Structure of Approx. area to be Demolished, HOUSE--1410Sqft. Guard House--1204Sqft (The service able material received if any may be handed over to State PWD or as decided by BMTPC) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Apr 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 20, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Apr 27, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Apr 27, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedApr 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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