Tender For Site Grading, Road Works & Other Allied Civil Works For The Pol Terminal Of Nrl At Panchgram, Cachar, Assam
Tender Value
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Estimated cost
Bid Submission
12 Aug 2026
22 days left
EMD
28.64 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Cachar → Assam
EMD Exemption
Available
Quantity
Not Available
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Project Description
Tender for Site Grading, Road Works & Other Allied Civil Works For The Pol Terminal Of Nrl At Panchgram, Cachar, Assam
BOQ
| Sl. No. | Item Description |
| 1 | Part A- CIVIL & STRUCTURAL ITEMSSITE CLEARANCE |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | CUTTING 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 Engineer-in- charge. |
| 4 | All kinds of soil |
| 5 | FILLING |
| 6 | 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. |
| 7 | EARTH FILLING WITH IMPORTED SOIL |
| 8 | 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. |
| 9 | EARTH WORKSExcavation in Hard Rock |
| 10 | Excavation work by mechanical means (Hydraulic excavator)/ manualmeans in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 11 | Hard rock (blasting prohibited) |
| 12 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m |
| 13 | All kinds of soil |
| 14 | 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. |
| 15 | All kinds of soil |
| 16 | BACKFILLING WITH SELECTED EXCAVATED EARTH |
| 17 | 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. |
| 18 | PLAIN CEMENT CONCRETESupplying and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 19 | 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 20 | REINFORCED CEMENT CONCRETE Supplying and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 21 | All works upto plinth level |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 23 | All works above plinth level upto floor V level |
| 24 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 25 | 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 : |
| 26 | Concrete of M20 grade (1:1.5:3) (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 27 | 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 : |
| 28 | Concrete of M20 grade (1:1.5:3) (1 cement : 1.5 coarse sand(zone-III) derived from natu-ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 29 | SHUTTERING All specifications, materials of construction (MOC), workmanship, and execution requirements for shuttering/formwork shall be as per the Technical Specifications attached with the Tender DocumentCentering and shuttering including strutting, propping etc. and removal of form for : |
| 30 | Foundations,footings,bases of columns, etc. for mass concrete |
| 31 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 32 | Suspended floors, roofs, landings, balconies and access platform |
| 33 | Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 34 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 35 | REINFORCMENT Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels. |
| 36 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 37 | BRICK WORKS a. Rate is inclusive of curing of masonry including supplying & providing water, scaffolding as required & associated labour.b. Rate is including providing all openings and projections as per the drawing, raking the joints to 1 cm deep, soaking of bricks prior to use etc., complete as per specifications.c. Measurement of masonry will be complete in all respect as per Tender Specification/Scope of Work etc, as directed by EPCM/NRL Engineer -in-charge based on actual thickness of wall constructed. Rate quoted by the contractor will include carrying out all the field and lab tests for bricks as per attached specifications at any govt approved laboratory complete as directed by EPCM/NRL and test reports are to be submitted before commencement of work and shall meet the strength requirements as per attached specifications.Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in |
| 38 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 39 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 40 | PLASTERING & FINISHINGNote: a. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.b. No additional payment will be made for extra thickness of plaster to achieve perfect line and level.12 mm cement plaster of mix : |
| 41 | 1:4 (1 cement: 4 fine sand) |
| 42 | 1:6 (1 cement: 6 fine sand) |
| 43 | PAINTING & FINISHING (INCLUDING SCAFFOLDING & CURING)Note: a. All rates are inclusive of executing in a required pattern to be approved by EPCM/NRL & all colour shades to be used as part of the pattern.b. Including supplying necessary scaffolding, surface preparation etc.Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: |
| 44 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 45 | STRUCTURAL STEEL WORKSNote: Supply, Fabrication, Welding & Erection of structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position including painting, Item includes supply of connection bolts and other required accessorries.a) Surface preparation by shot blasting conforming to SA 2.5b) Primer coat of INORGANIC ZINC ETHYL SILICATE, one coat of 75-80 micron DFTc) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT, one coat of 120- 125 micron DFTd) Final coats of TWO PACK ALIPHATIC POLYURETHANE, two coats of 25 micron DFT Total DFT shall be 230micron.Primer & paint shall be of approved make as specified by NRL. Payment will be on the basis of weight of structural steel painted. Shop primer shall be applied at the fabrication yard. Any damages during transportation and erection shall be rectified by touch-up painting at site. The intermediate and final coats shall be applied after erection at site.Measurement shall be based on the weight of structural steel fabricated, erected, and painted, all complete as directed by the Engineer-in-Charge |
| 46 | Structural steel work 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. |
| 47 | 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. |
| 48 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 49 | In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 50 | Hot dip galvanizing for MS Gratings (120 microns thick including loading, unloading, transportation and receipt at site) |
| 51 | ROAD WORKSNote:Road construction work shall be executed in accordance with EPCM Technical Specification Clause 12.0, including supply of materials, equipment, laying, compaction, finishing, testing, and all associated works complete as per approved specifications and Engineer-in-Charge instructions.Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m |
| 52 | All kinds of soil |
| 53 | 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. |
| 54 | Construction of granular sub-base by Supplying close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 55 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 56 | Supplying, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity toachievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 57 | Supplying and laying dense bituminou smacadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour us ingcrushed aggregates of specified grading, premixed with bituminous binde @4.0to4.5%by weight of total mix of mix and filler, transporting the hot mix to worksite, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No.507 completein all respects including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials upto 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt. With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification) With 60/70 or VG-30 grade bitumen |
| 58 | For Grading I ( 40 mm nominal size ) |
| 59 | Supplying and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, pre mixed with bituminous binder @5.4 to 5.6%of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No.509 completein all respects including carriage up to initial lead of 5.0km from quarry and carriage of mixed materials up to 10.0Km initial lead from mixing plant.Including cost of testing of materials at site and laboratory as directed by the deptt.With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification)With 30/40 or VG-40 grade Bitumen (msa>30) |
| 60 | For Grading-I ( 19 mm nominal size ) |
| 61 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm. using mechanical means.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) |
| 62 | With bitumen emulsion-CSS-1 ( IS-8887-2004 ) |
| 63 | Supplying and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion |
| 64 | On W.B.M/W.M.M. @ 0.4 Kg / sqm |
| 65 | On bituminous surface @ 0.25 Kg / sqm |
| 66 | PAVER BLOCK Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 40 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand 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. complete all as per direction of Engineer-in-Charge. |
| 67 | 100 mm thick C.C. paver block of M-40 grade with approved colour design and pattern. |
| 68 | KERBS |
| 69 | Providing and laying at or near ground level factory made kerb stone of M-30 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 70 | BORE WELL ( 02 Nos - Each 90 m Depth ) |
| 71 | 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 of Engineer-in-charge, upto 90 metre depth below ground level |
| 72 | All types of soil |
| 73 | 300 mm dia |
| 74 | Rocky strata including Boulders |
| 75 | 300 mm dia |
| 76 | 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 of Engineer - in-charge. |
| 77 | 200 mm nominal size dia |
| 78 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 79 | 200 mm nominal size dia |
| 80 | 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 borewell of: |
| 81 | 200 mm nominal size dia |
| 82 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 83 | 200 mm nominal size dia |
| 84 | SUBMERSIBLE PUMP SET |
| 85 | Supply, installation, testing and commissioning of borewell submersible pump set suitable for 200mm dia borewell, consisting of multistage pump and water-filled / oil-filled motor, conforming to relevant IS standards, with stainless steel / cast iron construction, copper wound motor, suitable for 415V, 3-phase, 50 Hz AC supply, capable of operating at required head up to 90 meters depth, including all standard accessories & clamping device for holding the discharge pipe, complete in all respects. Submersible Pump data sheet is attached in the Tender Document. Prior Approval by EPCM for pump vendor data sheet is Mandatory. |
| 86 | DELIVERY PIPE |
| 87 | Supplying, lowering, fixing and commissioning of 50mm dia uPVC delivery pipe for bore well pump set, including all necessary accessories such as couplers, nipples, clamps, bends, sockets, reducers, rubber washers, GI/SS hardware, jointing materials and supports, complete for conveying water from submersible pump to the surface/header connection, including testing and commissioning, as directed by the Engineer-in-Charge. |
| 88 | ELECTRICAL CABLE & INSTRUMENTATION ACCESSORIES |
| 89 | Providing, supplying, installation, testing and commissioning of complete submersible pumping system including power cable, Switch board, Cable trays, Termination & earthing system, protection devices, complete in all respects for satisfactory operation of the system. |
| 90 | GRAVEL FILLING |
| 91 | 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 of Engineer- in-charge. |
| 92 | DEMOLISHING & DISMANTLING |
| 93 | Demolishing reinforced cement concrete (R.C.C.) work manually or by mechanical means, including careful dismantling, stacking and salvaging of reinforcement steel bars, and disposal of unserviceable materials outside the site at an unobjectionable location, with a lead distance of 5 km, all complete as directed by the Engineer-in-Charge. |
| 94 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 5 km lead. |
| 95 | Demolishing brick work manually or by mechanical means, including stacking of serviceable materials and disposal of unserviceable materials outside the site at an unobjectionable location, with a lead distance of 5 km, all complete as directed by the Engineer-in-Charge. |
| 96 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks includingstacking of pipes & lead at site within 5km lead as per direction of Engineer-in-charge: |
| 97 | Up to 150 mm diameter |
| 98 | Above 150 mm dia up to 300 mm dia |
| 99 | Above 300 mm diameter |
| 100 | Dismantling steel cylinder R.C.C pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 5km lead as per direction of Engineer-in-charge : |
| 101 | Up to 600 mm diameter |
| 102 | Above 600 mm diameter |
| 103 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 5 km lead as per direction of Engineer-in-charge : |
| 104 | 15 mm to 40 mm nominal bore |
| 105 | Above 40 mm nominal bore |
| 106 | Removing all types of Hume pipes and stacking within a lead of 5km including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.all complete as directed by the Engineer-in-Charge. |
| 107 | Upto 600 mm dia Hume pipe |
| 108 | Above 600 mm to 900 mm dia Hume pipe |
| 109 | Above 900 mm dia Hume pipe |
| 110 | Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202.all complete as directed by the Engineer-in-Charge. |
| 111 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.Lead upto 1000 m |
| 112 | Girth above 300 mm to 600 mm |
| 113 | Girth above 600 mm to 900 mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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