Tender For Construction Of Platform For The Co-Location Space Provided For The Dark Fiber Lessee At 400Kv Substation And 220 Kv Substation Bina.
Tender Value
11.36 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
26 days left
EMD
22726
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sagar → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Platform For The Co-Location Space Provided For The Dark Fiber Lessee At 400Kv Substation And 220 Kv Substation Bina.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of platform for the co-location space provided for the Dark Fiber lessee at 400kV substation Bina. |
| 2 | 3011472, 2.6, 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 |
| 3 | 3000102, 4 NSOR, Supply , filling & compaction of Moorum with boulders / Copra with boulders below yard structure foundations in black cotton soil strata including cost of all material, labour, T&P, taxes, royalty, transportation, watering etc. complete as per direction of Engineer in charge. |
| 4 | 3012750, 11.72.3 , \\"Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658- 2006 made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction byusing plate vibrator, filling the joints with sand and cutting of paver blocks as per required sizeand pattern, finishing and sweeping extra sand including locking with M15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of Engineer-in-Charge...60 mm thick C.C. paver block of M-30 grade.\\" |
| 5 | 3011580, 4.1.2.3 , \\"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..M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate....\\" |
| 6 | 3011694, 5.16.6 , \\"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 detalingIS 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\\")..Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786..\\" |
| 7 | 3011642, 5.9.1 , \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Foundations, footings, bases of columns, etc. for concrete upto plinth level\\" |
| 8 | 3011643, 5.9.2.1 , \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc...Uptoplinthlevel\\" |
| 9 | 3011633, 5.1.1 , \\"Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level :..M-20 Grade Concrete\\" |
| 10 | 3011536, 2.27.1 , \\"Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete...With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)\\" |
| 11 | 3011777, 6.5.2 , \\"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...Cement mortar 1:6 (1 cement : 6 sand)\\" |
| 12 | 3013020, 13.3.2 , \\"20 mm cement plaster of mix :..1:6 (1 cement : 6 sand)\\" |
| 13 | 3013092, 13.53, Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface) |
| 14 | Construction of platform for the co-location space provided for the Dark Fiber lessee at 220kV substation Bina, Part-A:- Platform, 3011472, 2.6, 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 |
| 15 | 3000102, 4 NSOR, Supply , filling & compaction of Moorum with boulders / Copra with boulders below yard structure foundations in black cotton soil strata including cost of all material, labour, T&P, taxes, royalty, transportation, watering etc. complete as per direction of Engineer in charge. |
| 16 | 3012750, 11.72.3 , \\"Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658- 2006 made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction byusing plate vibrator, filling the joints with sand and cutting of paver blocks as per required sizeand pattern, finishing and sweeping extra sand including locking with M15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of Engineer-in-Charge...60 mm thick C.C. paver block of M-30 grade.\\" |
| 17 | 3011580, 4.1.2.3 , \\"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..M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate....\\" |
| 18 | 3011694, 5.16.6 , \\"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 detalingIS 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\\")..Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786..\\" |
| 19 | 3011642, 5.9.1 , \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Foundations, footings, bases of columns, etc. for concrete upto plinth level\\" |
| 20 | 3011643, 5.9.2.1 , \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc...Uptoplinthlevel\\" |
| 21 | 3011633, 5.1.1 , \\"Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level :..M-20 Grade Concrete\\" |
| 22 | 3011536, 2.27.1 , \\"Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete...With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)\\" |
| 23 | 3013092, 13.53, Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface) |
| 24 | Part-B:- Cable Trench, 3011472, 2.6, 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 |
| 25 | 3011576, 4.1.1.3 , \\"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..M-15 - Grade concrete\\" |
| 26 | 3011694, 5.16.6, \\"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 detalingIS 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\\")..Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786..\\" |
| 27 | 3011643, 5.9.2.1 , \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc...Uptoplinthlevel\\" |
| 28 | 3011642, 5.9.1 , \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Foundations, footings, bases of columns, etc. for concrete upto plinth level\\" |
| 29 | 3011653, 5.9.3 , \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Suspended floors, roofs, landings, balconies and access platform..\\" |
| 30 | 3011633, 5.1.1 , \\"Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level :..M-20 Grade Concrete\\" |
| 31 | 3012506, 10.2, 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. |
| 32 | 3012546, 10.22.1 , \\"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...In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.\\" |
| 33 | 3014215, 19.4.1 , \\"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 seperataly...110 mm diameter OD (min. wall thickness 3.2mm).\\" |
| 34 | 3000102, 4 NSOR, Supply , filling & compaction of Moorum with boulders / Copra with boulders below yard structure foundations in black cotton soil strata including cost of all material, labour, T&P, taxes, royalty, transportation, watering etc. complete as per direction of Engineer in charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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