Tender For Construction Of Soak Pit And Main Oil Tank For Existing 50 Mva X-Mer Foundation At 132 Kv S/S Mandla.
Tender Value
15.90 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
26 days left
EMD
31800
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandla → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Soak Pit And Main Oil Tank For Existing 50 Mva X-Mer Foundation At 132 Kv S/S Mandla.
BOQ
| Sl. No. | Item Description |
| 1 | Construction Of Soak Pit And Main Oil Tank For Existing 50 MVA X-Mer Foundation At 132 Kv S/S Mandla. |
| 2 | 50 MVA X-MER FOUNDATIONS, 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 | 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....\\" |
| 4 | 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..\\" |
| 5 | 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)\\" |
| 6 | 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\\" |
| 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 | 3012547, 10.22.2 , \\"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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.\\" |
| 10 | 3000114, 16 NSOR, Labour only for fixing bolts of any length i/c weight of nuts & washers , etc. complete as per direction of Engineer in charge. |
| 11 | 3013027, 13.8, 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) |
| 12 | 3012749, 11.72.2, \\"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-35 grade .\\" |
| 13 | 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\\" |
| 14 | 3004499, 116 NSOR, \\"Supply and fixing in position best India make brass plated 150 mm dia. gate valve with Iron Wheel heads etc. complete in all respects including cost of all material, labour, transportation upto site, T&P etc., all complete, as per direction of Engineer-in-charge (Base rate Rs 10650/- each)\\" |
| 15 | 3004500, 114NSOR, \\"Providing and fixing in position 150 mm diameter GI pipe (Medium Grade) conforming to IS 1239 Part I (latest revision) having thickness 4.8 mm, including all fitting such as sockets, bends, elbows, tees, union etc., as per site requirements, including transportation upto site, cost of all labour, material, tools & plants, all incidentals etc., required to complete the job, as per direction of Engineer-in-Charge etc.(Excavation & back-filling of the trenches shall be paid seperately. (Base rate Rs 1350/- per Rmt.)\\" |
| 16 | 3016834, 39.1.2, \\"Supplying &installation of required capacity of single phase, 50 Hz, 220V, deep well submersible pump stainless steel body, as per IS of approved make, suitable for 4\\"\\"/6 \\"\\" tube well with control panel starter suitable for submersible pump with dry run protection, connections, including clamp, bore cap etc. as required as per specifications but excluding pipe, SS/Nylon wire rope and connection cable...1 HP with 7-8 stages, head metre 61-18, discharge LPM 25-.90\\" |
| 17 | 3015316, 6.1.1.2, \\"Point wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid steel conduit ISI marked of suitable size including painting etc. with 20/16 Amp. F.T. switch &socket/S.S. combined 20/16/6 amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :-..On separate board.Medium point.Using flushtype normalaccessories.\\" |
| 18 | 3015318, 6.1.1.3, \\"Point wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid steel conduit ISI marked of suitable size including painting etc. with 20/16 Amp. F.T. switch &socket/S.S. combined 20/16/6 amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :-..On separate board.Long point.Using flushtype normalaccessories.\\" |
| 19 | 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\\" |
| 20 | 3000114, 16 NSOR, Labour only for fixing bolts of any length i/c weight of nuts & washers , etc. complete as per direction of Engineer in charge. |
| 21 | 3011532, 2.24, 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. |
| 22 | YARD FOUNDATIONS, 3013323, 15.3, Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in.Charg |
| 23 | 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 |
| 24 | 4000242, 140 NSOR, 132 KV LA (3 LO4) 1 No Foundation only Construction of Structure foundation as per standard drawing and details as given in standard MB vide page No.Vol-I/P-35 |
| 25 | 4000301, 199 NSOR, RCC Cable trench D Type Construction of civil work as per Standard drawings and details mentioned in SMB vide page No. Vol-II/P-24 to 26 |
| 26 | 4000302, 200 NSOR, RCC Cable trench E Type Construction of civil work as per Standard drawings and details mentioned in SMB vide page No. Vol-II/P-27 to 29 |
| 27 | 4000303, 201 NSOR, RCC Cable trench F Type Construction of civil work as per Standard drawings and details mentioned in SMB vide page No. Vol-II/P-30 to 32 |
| 28 | 3018354, NSOR No. 309, Chequered plate cover for cable trench D Type Construction of civil work as per standard drawings and details mentioned in SMB vide page No.Vol-II/P-68 |
| 29 | 3018355, NSOR No. 310, Chequered plate cover for cable trench E Type Construction of civil work as per standard drawings and details mentioned in SMB vide page No.Vol-II/P-69 |
| 30 | 3018356, NSOR No. 311, Chequered plate cover for cable trench F Type Construction of civil work as per standard drawings and details mentioned in SMB vide page No. Vol-II/P-70 |
| 31 | 4000300, 198 NSOR, RCC Cable trench C Type Construction of civil work as per Standard drawings and details mentioned in SMB vide page No. Vol-II/P-21 to 23 |
| 32 | 4000322, 220 NSOR, Earth Pit Construction of civil work as per Standard drawings and details mentioned in SMB vide page No.Vol-II/P-97-98 |
| 33 | YARD METALLING AND YARD LEVELLING, 3011471, 2.5, 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 lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil |
| 34 | 3011322, 1.1.2, \\"Transportation By Mechanical Transport including loading, unloading and stacking..Earth (for 1KM) \\" |
| 35 | 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)\\" |
| 36 | 3011274, NSOR No. 285, \\"Providing and laying mixture of stone crusher dust (free form organic matters and foreign matters etc.) and Cement in a ratio of 1:10 (1Part Cement :10 part stone crusher dust by volume) of minimum thickness of 100mm and with provision of ground water recharging holes of 100 mm dia and at 3000 mm c/c or at suitable intervals as per site requirement in zigzag pattern with the help of fixing 100 mm dia PVC pipes, including cost of pipes, preparation of surface, mixing of stone crusher dust and cement in concrete mixer with desired water cement ratio, laying, vibration, compaction, curing etc. complete to give a perfect cohesive, smooth and even surface, finishing as per requirement, cleaning, etc, complete and also inclusive of all leads and lifts and cost of all materials, transportation, royalty charges (it any) taxes, levies, labour charges, T&P and cost of other consumables etc. all complete and as per direction of Engineer-In-Charge Note :- 1) This items shall not be executed in case of hard strata i.e. hard rock, soft rock, ordinary rock etc if exists on surface of substation yards. 2) The quantity of stone crusher dust shall be measured in volumetric terms so as to exercise cross check. \\" |
| 37 | 3000106, 8 NSOR, Supply,stacking and spreading of 40mm crusher broken metal black trap, basalt or granite uniformly in substation yard in desired thickness, free from dust and foreign matter,including transportation up to site, lead and lift, T&P, labour,royalty and taxes etc. complete as directed by Engineer-in-charge. |
| 38 | 3013851, 18.7.1 , \\"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 pipe and fittings with onestep CPVC solvent cement, trenching, refilling andtesting of joints complete as per direction of Engineer-in- Charge..External Work..15 mm nominal outer dia .Pipes..\\" |
| 39 | 3013852, 18.7.2, \\"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 pipe and fittings with onestep CPVC solvent cement, trenching, refilling andtesting of joints complete as per direction of Engineer-in- Charge..External Work..20 mm nominal outer dia. Pipes..\\" |
| 40 | 3013853, 18.7.3, \\"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 pipe and fittings with onestep CPVC solvent cement, trenching, refilling andtesting of joints complete as per direction of Engineer-in- Charge..External Work..25 mm nominal outer dia .Pipes..\\" |
| 41 | 3014155, 18.44.2, \\"Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore..122 mm long weighing not less than 99 gm\\" Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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