Tender For Construction Of Demonstration Housing Project On Design And Build Basis At Bhopal , Mp Etender For Construction Of Demonstration Housing Project For Use As Sports Hostel On Design And Build Basis Using Emerging Technology Including On Site Inf
Tender Value
5.32 Crore
Estimated cost
Bid Submission
22 Mar 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhopal, Madhya Pradesh → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Demonstration Housing Project On Design And Build Basis At Bhopal , Mp Etender For Construction Of Demonstration Housing Project For Use As Sports Hostel On Design And Build Basis Using Emerging Technology Including On Site Infrastructure Work At Nigum Campus Bhopal , Mp
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Feb-2021 | New BOQ | BOQ | 08-Mar-2021 |
| 2 | 04-Mar-2021 | Date Extended till 22.3.3021 | Date | 22-Mar-2021 |
BOQ
| Name of Work: CONSTRUCTION OF DEMONSTRATION HOUSING PROJECT ON DESIGN & BUILD BASIS AT BHOPAL, MADHYA PRADESH | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | HEAD A - DWELLING UNITS AND OTHER PROVISIONS | |||
| 2 | 1.01 | Total cost of construction of Building including all\nassociate facilities & services, fire-fighting, ramp, staircase and mumty complete in all respect as per scope of work with specifications and drawings mentioned in Bid document & including GST, Labour Cess and other Taxes | 1 | L.S. | |
| 3 | 2 | HEAD B - ON SITE INFRASTRUCTURE WORKS (on Item Rate Basis) including GST, Labour Cess and other Taxes | |||
| 4 | 2.01 | SUB-HEAD 1 | |||
| 5 | 2.02 | EARTH FILLING | |||
| 6 | 2.03 | Supplying and filling in plinth under floors including watering ramming. | |||
| 7 | 2.04 | Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete.\nLead upto 5 km | 825.6 | cum | |
| 8 | 2.05 | Extra for lead beyond 5 km (Rate Only) | 0.01 | Cum | |
| 9 | 2.06 | Extra for Dewatering work (Rate only) | 1 | Hour | |
| 10 | 3 | SUB-HEAD 2 | |||
| 11 | 3.01 | BOUNDARY WALL WITH ENTRANCE GATE | |||
| 12 | 3.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be leveled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil | 139.32 | Cum | |
| 13 | 3.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :\na) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate\n | 15.72 | Cum | |
| 14 | 3.04 | Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete.\na) Cement Mortar 1:6 (1 cement: 6 sand).\n | 33.37 | Cum | |
| 15 | 3.05 | Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in :\na) Having 50 kg / cm2 average compressive strength, Cement mortar 1:6 (1 cement : 6 sand)\n | 88.27 | Cum | |
| 16 | 3.06 | Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete\n | 36.03 | Cum | |
| 17 | 3.07 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.\na) M-20 Grade Concrete\n | 3 | Cum | |
| 18 | 3.08 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement:\na) M-20 Grade Concrete | 8.33 | Cum | |
| 19 | 3.09 | Centering and shuttering including strutting, propping etc. and removal of form for: | |||
| 20 | 3.1 | a) Columns, Pillars, Piers, Abutments,\nPosts and Struts. | 200.1 | Sqm | |
| 21 | 3.11 | b) Lintels, beams, girders, bressumers and cantilevers | 20 | Sqm | |
| 22 | 3.12 | c) Foundations, footings, bases of columns, etc. for concrete upto plinth level | 118.08 | Sqm | |
| 23 | 3.13 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detailing IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)\na) Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 | 5938.75 | Kg | |
| 24 | 3.14 | 12 mm cement plaster of mix :\na) 1:4 (1 cement : 4 sand)\n | 351.65 | Sqm | |
| 25 | 3.15 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 sand) :\na) Flush / Ruled/ Struck or weathered pointing.\n | 767.55 | Sqm | |
| 26 | 3.16 | Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm).\na) New work (Two or more coats applied @ 3.84 kg/10 sqm)\n | 1036 | Sqm | |
| 27 | 3.17 | Structural steel work using M.S. flats, angles, channels I-section, H-section etc. riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 700 | Kg | |
| 28 | 3.18 | 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.\nWith G.I. barbed wire\n | 1800 | Mtr | |
| 29 | 3.19 | 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. | 1425 | Kg. | |
| 30 | 3.2 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. | 50 | Sqm. | |
| 31 | 3.21 | Filling available excavated earth (excluding hard rock/Ordinary 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. | 90 | Cum | |
| 32 | 4 | SUB-HEAD 3 | |||
| 33 | 4.01 | ROAD AND PAVEMENT | |||
| 34 | 4.02 | Excavation in Soil by Manual Means\nExcavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres as per clauses of section-300.\n | 93.6 | Cum | |
| 35 | 4.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :\na) With 20mm nominal size graded stone aggregate, M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate\n | 56 | Cum | |
| 36 | 4.04 | Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete\n | 72 | Cum | |
| 37 | 4.05 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge.\na) 80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.\n | 1460 | Sqm. | |
| 38 | 4.06 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil | 14.67 | Cum | |
| 39 | 4.07 | Cast in Situ Cement Concrete M20 kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 Using Concrete Batching and Mixing Plant | 16.87 | Cum | |
| 40 | 5 | SUB-HEAD 4 | |||
| 41 | 5.01 | EXTERNAL WATER SUPPLY AND SEWERAGE | |||
| 42 | 5.02 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in-Charge.\na) 50 mm nominal outer dia .Pipes. | 335 | Mtr | |
| 43 | 5.03 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Internal work - Exposed on wall\na) 32 mm nominal outer dia pipes (upto water tank) | 115 | Mtr. | |
| 44 | 5.04 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : | |||
| 45 | 5.05 | a) 50 mm nominal bore (Horizontal) | 5 | Each | |
| 46 | 5.06 | b) 32 mm nominal bore Vertical | 7 | Each | |
| 47 | 5.07 | Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 : (No extra lift is payable if work is done by mechanical means) in all kinds of soil \na) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. | 80 | Mtr. | |
| 48 | 5.08 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). | 20 | Mtr. | |
| 49 | 5.09 | Providing and fixing square-mouth S.W. gully trap class SP1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :\na) With Sewer bricks conforming to IS : 4885 | 12 | Each | |
| 50 | 5.1 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design | |||
| 51 | 5.11 | a) 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) : With Sewer bricks conforming to IS : 4885 | 15 | Each | |
| 52 | 5.12 | b) Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With Sewer bricks conforming to IS : 4885 | 6 | Each | |
| 53 | 5.13 | Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid separately. | |||
| 54 | 5.14 | a) 110 mm diameter OD (min. wall thickness 3.2mm) | 15 | Mtr. | |
| 55 | 5.15 | b) 160 mm diameter OD (min. wall thickness 4.0mm) | 18 | Mtr. | |
| 56 | 5.16 | c) 200 mm diameter OD (min. wall thickness 4.9mm) | 100 | Mtr. | |
| 57 | 5.17 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :\na) For pipes 100 to 230 mm diameter | 1 | Each | |
| 58 | 5.18 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design:\na) 110 mm diameter PVC. Pipe | 15 | Mtr. | |
| 59 | 5.19 | b) 160 mm diameter PVC. Pipe | 18 | Mtr. | |
| 60 | 5.2 | c) 200 mm diameter PVC. Pipe | 80 | Mtr. | |
| 61 | 5.21 | Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) up to haunches of PVC. pipes including bed concrete as per standard design : \na) 200 mm diameter PVC. Pipe | 20 | Mtr. | |
| 62 | 6 | SUB-HEAD 5 | |||
| 63 | 6.01 | DRAINAGE AND DISPOSAL | |||
| 64 | 6.02 | Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 : (No extra lift is payable if work is done by mechanical means) in all kinds of soil\na) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. | 42.92 | Mtr. | |
| 65 | 6.03 | Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid separately.\na) 160 mm diameter OD (min. wall thickness 4.0mm) | 110 | Mtr. | |
| 66 | 6.04 | Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design :\na) With well burnt bricks | 15 | Each | |
| 67 | 6.05 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design:\na) 160 mm diameter PVC. Pipe | 110 | Mtr. | |
| 68 | 7 | SUB-HEAD 6 | |||
| 69 | 7.01 | UNDER GROUND TANK (5.00 M X 3.00 M X 2.0 M) | |||
| 70 | 7.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil | 26.24 | Cum | |
| 71 | 7.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :\na) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate | 1.62 | Cum | |
| 72 | 7.04 | Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete | 9.85 | Cum | |
| 73 | 7.05 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)\na) Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 | 1230.84 | Kg | |
| 74 | 7.06 | Centering and shuttering including strutting, propping etc. and removal of form for: | |||
| 75 | 7.07 | a) Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc. Upto plinth level. | 66.4 | Sqm | |
| 76 | 7.08 | b) Suspended floors, roofs, landings, balconies and access platform | 16.22 | Sqm | |
| 77 | 7.09 | 12 mm cement plaster finished with a floating coat of neat cement of mix :\na) 1:3 (1 cement : 3 sand) | 47 | Sqm | |
| 78 | 7.1 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\na) Using flats 30x6mm for diagonal braces and central cross piece. | 0.49 | Sqm | |
| 79 | 7.11 | Supply & Installation of Mono Block Pump with starter of approved brand complete (2 HP) | 2 | Each | |
| 80 | 8 | SUB-HEAD 7 | |||
| 81 | 8.01 | PLINTH PROTECTION | |||
| 82 | 8.02 | Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.) | 75 | Sqm | |
| 83 | 9 | SUB-HEAD 8 | |||
| 84 | 9.01 | HORTICULTURE | |||
| 85 | 9.02 | Supplying and stacking at site dump manure from approved source, including carriage (manure measured in stacks will be reduced by 8% for payment) : | 60.95 | Cum | |
| 86 | 9.03 | Supplying and stacking sludge at site including royalty and carriage (sludge measured in stacks will be reduced by 8% for payment). | 60.95 | Cum | |
| 87 | 9.04 | Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Engineer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately). | 121.9 | Cum | |
| 88 | 9.05 | Supplying and stacking of good earth specific useful for plantation at site including royalty if any and carriage (earth measured in stacks will be reduced by 20% for payment). | 52.4 | Cum | |
| 89 | 9.06 | Grassing with Selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately): In rows 7.5 cm apart in both directions | 695 | Sqm. | |
| 90 | 9.07 | Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. -Plants | 10 | Each | |
| 91 | 9.08 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. | 10 | Each | |
| 92 | 9.09 | Providing and stacking of Azadirachta indica (Neem) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. | 10 | Each | |
| 93 | 9.1 | Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. | 10 | Each | |
| 94 | 10 | SUB-HEAD 9 | |||
| 95 | 10.01 | EXTERNAL ELECTRIFICATION WORK | |||
| 96 | 10.02 | Supply of XLPE insulated power cable (conforming IS-7098 Part-I) 1100 Volt grade, 1 core/2 core/3½ core/4 core ISI marked with alu. stranded /solid conductor - 3½ core armoured | |||
| 97 | 10.03 | a) 35 sq. mm | 100 | Mtr. | |
| 98 | 10.04 | b) 6 sq. mm. (2 core armoured) | 450 | Mtr. | |
| 99 | 10.05 | Supply and laying rigid PVC single socket and, non-metallic pipe ISI marked (IS-4985-2000) 10 Kg/sq.cm class 5 for protection of underground cable/or for water pump delivery side, for water supply complete with necessary clamp coupler, band, tee, elbow etc. in an approved manner excluding cost of excavation etc. 50.00mm O.D | 100 | Mtr. | |
| 100 | 10.06 | Laying of one number armoured / unarmoured power cable 1.1.KV grade of size exceeding 25sq. mm but not exceeding 120 sq. mm direct in ground including excavation in all soil/ murrum /soft rock, sand cushioning, protective covering and refilling the pit etc. as required. | 100 | Mtr. | |
| 101 | 10.07 | Laying of one number armoured / unarmoured power cable 1.1KV grade of size not exceeding 25 sq. mm direct in ground including excavation in all soil/ murrum /soft rock, sand cushioning, protective covering and refilling the pit etc. as required. | 450 | Mtr. | |
| 102 | 10.08 | 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. | |||
| 103 | 10.09 | a) 3.5 x 35.0 sq.mm | 6 | Set | |
| 104 | 10.1 | b) 2 x 6.0 sq.mm | 30 | Set | |
| 105 | 10.11 | Feeder Pillar\nSupply 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: \nIncommer\n1 No. 200 Amp. 4 polse MCCB (25 Ka) with ON/OFF indications metre\nIndication \nThree (3) Nos. phase indicating (R.Y and B) lamps with protection 2A SP MCB's for protection having lens and lamp.\nOutgoing\nOne (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)\nControl\n4 Pole Contractor with a thermal rating of 32 - 1 no. \nTime Switch with Daily dial, suitable for operation on 230 Volt, Single phase, 50 Hz, AC supply - 1 No. \nAuto - Manual Selector switch - 1 No.\nOn / Off Push Buttons - 4 Nos. | 1 | Set | |
| 106 | 10.12 | Providing and fixing earthling arrangement with 16mm dia 2.5 metre long galvanized iron or steel rod electrode including packing of charcoal powder and salt as per specification watering pipe 19mm dia G.I.\nconnection, cover plate having locking arrangement on the top etc. complete with refilling the pit as required, including excavation of earth pit in soil/ soft rock. | 1 | Set | |
| 107 | 10.13 | 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), MS Pipe 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 aluminum 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. | 10 | Each | |
| 108 | 10.14 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil | 5.63 | Cum | |
| 109 | 10.15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate\na) M-15 – Grade concrete | 1.62 | Cum | |
| 110 | 10.16 | Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level | M-15 – Grade concrete | 10.8 | Sqm. |
| 111 | 10.17 | Supplying of metal clad ISI marked busbar chamber made of heavy gauge iron sheet complete with copper strip and busbar supports as per specification conforming to IS -4064\na) 100 Amp 415 VOLTS, 4 way | 10 | Each | |
| 112 | 10.18 | Supply, installation and commissioning of Solar Panel for 500 Watt capacity | 1 | Job | |
| 113 | 11 | SUB-HEAD 10 | |||
| 114 | 11.01 | RAIN WATER HARVESTING & BORE WELL | |||
| 115 | 11.02 | Boring/drilling bore well of required dia perfectly vertical to receive 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 and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer–in-Charge, upto 90 metre depth below ground level. All types of soil upto 90 metre depth.\na) 200 mm dia. | 50 | Mtr. | |
| 116 | 11.03 | 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 and accessories etc. all complete, for all depths, as per direction of Engineer-in-Charge.\na) 150 mm nominal dia (minimum wall thickness 7.5mm). | 49 | Metre | |
| 117 | 11.04 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil\na) Pit size 2.7 x 2.0 x 1.8 m | 13.8 | Cum | |
| 118 | 11.05 | Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete. Cement mortar 1:6 (1 cement : 6 sand)\na) Size 2.7 x 2.0 x 1.8 m | 3.48 | Cum | |
| 119 | 11.06 | 15 mm cement plaster on the rough side of single or half brick wall of mix\na) 1:6 (1 cement : 6 sand) | 15.12 | Sqm. | |
| 120 | 11.07 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | 2.6 | Cum | |
| 121 | 11.08 | Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. | 4.14 | Cum | |
| 122 | 11.09 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate\na) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate | 0.64 | Cum | |
| 123 | 11.1 | Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete | 0.65 | Cum | |
| 124 | 11.11 | Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level | 78 | Kg. | |
| 125 | 11.12 | Centering and shuttering including strutting, propping etc. and removal of form for:\na) Suspended floors, roofs, landings, balconies and access platform. | 5.4 | Sqm | |
| 126 | 12 | SUB-HEAD 11 | |||
| 127 | 12.01 | SEPTIC TANK | |||
| 128 | 12.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil. All kinds of soil | 18 | Cum | |
| 129 | 12.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate\na) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate\n | 1.2 | Cum | |
| 130 | 12.04 | Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete.\na) Cement mortar 1:6 (1 cement : 6 sand)\n | 4.14 | Cum | |
| 131 | 12.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. With 20mm nominal size graded stone aggregate\na) M-20 – Grade concrete\n | 0.88 | Cum | |
| 132 | 12.06 | Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete\n | 1.75 | Cum | |
| 133 | 12.07 | \"Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .\n(Note:-\n1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.\n2. No extra payment shall be done for overlaps and/or couplers.\n3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)\"\nThermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 | 219.78 | Kg. | |
| 134 | 12.08 | Centering and shuttering including strutting, propping etc. and removal of form for:\na) Suspended floors, roofs, landings, balconies and access platform. | 8.75 | Sqm. | |
| 135 | 12.09 | Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level.\na) Cement mortar 1:4 (1 cement : 4 sand) | 2.5 | Sqm. | |
| 136 | 12.1 | 12 mm cement plaster of mix. 1:4 (1 cement : 4 sand) | 23 | Sqm. | |
| 137 | 12.11 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\na) Using flats 30x6mm for diagonal braces and central cross piece.\n | 0.49 | Sqm. |
AI Tender Summary
Tender Timeline
Mar 04, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 08, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Mar 22, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 22, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 23, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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