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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC BAMUN PUKHURI TEOK JORHAT ASSAM | JORHAT | JORHAT | ASSAM | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 CrRejected-AOC BRP ROAD H NO 3 ASHI ANUPAMA HEIGHT P O P S BHARALUMUKH GUWAHTI DIST KAMRUP METRO PIN 781009 | KAMRUP METRO | ASSAM | 781009 | ₹1.6 Cr | L2 | Rejected-AOC Not Awarded |
| 3 | L3₹2.6 CrRejected-AOC | ₹2.6 Cr | L3 | Rejected-AOC Not Awarded |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | M/S AGH CONSTRUCTIONS L2 | RAJIB LOHIA L1 | Dhenu Infrastructure Private Limited L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil/terrain/land at the project site which includes all kinds of soils or rock or soils and rock which can be excavated by Manually or by Mechanical excavators or by heating or by any other approved method or by all of these methods or by any combination of these methods and up to 1.50 M depth from Existing Ground Level(GL/EGL/NGL) or the terracing level formed by massive cutting whichever is lower, for foundations of wall, columns, plinth beams, basement, raft, ducts, trenches, pits, underground sumps, ETP tanks, septic tank, soak well, manhole chamber, gully chamber, Utility chamber, inspection chamber, catch pit chamber, equipment foundation, machinery foundation, box cutting for formation of road, including all lift, shoring, strutting, bailing out water/pumping off water if required, re-filling the trenches, foundation pits etc all as excavated, ramming, watering, consolidating in 30 cms to 40 cms layers as directed, the item also includes all the lift and all the lead for handling and re-handling of all the earthwork operations involved for removing and stacking the excavated stuff any where within the site area or at the nearby other plot/location; simultaneously or intermittently or as and when required, including bringing back the excavated stuff as and when required for re-filling or plinth filling, for land development, back-filling etc at the project site including all the operations of levelling and consolidation etc complete as directed. The excavated surplus earth stuff at the project site and at the nearby other plot shall be levelled as directed. (Refer Item no. 1.01 for detailed specifications in Section IV). In the case of excavation required in the filling areas at a later stage and as directed, the same shall be measured from the level of filling carried out already, if any for the consideration of depth (lift). This item shall not be applicable for massive cutting-filling works for land terracing which shall be paid under relevant item provided separately under this contract. For excavation in trenches for laying of pipes and cables (and all the services), excavation and all related earthwork are included under the respective items of pipes and cables etc services even if it is not specified under the respective item. Bidder must visit the project site and arrange to evaluate about the type of soil/terrain/land exist there and the actual lead distance between the project site and the nearby plot/location of the Service
Note : For detailed specifications please read Section V instead of Section IV | 90 | CU.M. | 350 ₹37,170 | 312.72 ₹33,210.90 | 490 ₹52,038 |
| 2.00 | Excavation in soil/terrain/land at the project site which includes all kinds of soils or rock or soils and rock which can be excavated by Manually or by Mechanical excavators or by heating or by any other approved method or by all of these methods or by any combination of these methods and from 1.5 M to 3.0 M depth from Existing Ground Level(GL/EGL/NGL) or the terracing level formed by massive cutting whichever is lower, for foundations of wall, columns, plinth beams, basement, raft, ducts, trenches, pits, underground sumps, ETP tanks, septic tank, soak well, manhole chamber, gully chamber, Utility chamber, inspection chamber, catch pit chamber, equipment foundation, machinery foundation, box cutting for formation of road, including all lift, shoring, strutting, bailing out water/pumping off water if required, re-filling the trenches, foundation pits etc all as excavated, ramming, watering, consolidating in 30 cms to 40 cms layers as directed, the item also includes all the lift and all the lead for handling and re-handling of all the earthwork operations involved for removing and stacking the excavated stuff any where within the site area or at the nearby other plot/location; simultaneously or intermittently or as and when required, including bringing back the excavated stuff as and when required for re-filling or plinth filling, for land development, back-filling etc at the project site including all the operations of levelling and consolidation etc complete as directed. The excavated surplus earth stuff at the project site and at the nearby other plot shall be levelled as directed. (Refer Item no. 1.02 for detailed specifications in Section IV). In the case of excavation required in the filling areas at a later stage and as directed, the same shall be measured from the level of filling carried out already, if any for the consideration of depth (lift). This item shall not be applicable for massive cutting-filling works for land terracing which shall be paid under relevant item provided separately under this contract. For excavation in trenches for laying of pipes and cables (and all the services), excavation and all related earthwork are included under the respective items of pipes and cables etc services even if it is not specified under the respective item. Bidder must visit the project site and arrange to evaluate about the type of soil/terrain/land exist there and the actual lead distance between the project site and the nearby plot/location of the S
Note : For detailed specifications please read Section V instead of Section IV | 37 | CU.M. | 385 ₹16,809.10 | 312.72 ₹13,653.37 | 560 ₹24,449.60 |
| 3.00 | Providing and filling approved local sand free from debris,pebbles etc in trenches, plinth, under sub base surrounding areas including screening, watering and consolidation, transportation, loading, unloading, spreading etc. complete as directed. (Refer Item no. 1.10 for detailed specifications in Section IV )
Note : For detailed specifications please read Section V instead of Section IV | 5 | CU.M. | 2,400 ₹14,160 | 372.74 ₹2,199.15 | 2,100 ₹12,390 |
| 4.00 | Providing and laying in a compact manner 150 mm thick metal soling in plinth in two layers using average 60 to 80 mm size stones simillar to which used for concrete and RCC works, including test of materials, filling in the voids with largest possible simillar stones, covering and levelling the surface with sand/ layer of murum, dry compaction followed by watering, topping up with sand / murram and consolidation with mechanical plate compactor etc. all complete as directed.(Refer Item no. 1.11 for detailed specifications in Section IV )
Note : For detailed specifications please read Section V instead of Section IV | 10 | CU.M. | 6,200 ₹73,160 | 2,410.88 ₹28,448.40 | 4,900 ₹57,820 |
| 5.00 | Providing and laying dry stone pitching up to 300 mm thick to earthen embankment using stone blocks of approved size, hard, durable and fairly regular in shape and its thickness in any one direction shall not be less than the thickness of pitching as specified and laid to the required slope and filling the joints with cement sand mortar 1:6 (1 part cement, 6 part sand) including pointing with C:M 1:4 (1 part cement, 4 part sand) etc. complete as directed.(Refer Item no. 1.14 for detailed specifications in Section IV )
Note : For detailed specifications please read Section V instead of Section IV | 5 | CU.M. | 500 ₹2,950 | 17,410.35 ₹1.0 L | 11,200 ₹66,080 |
| 6.00 | Carting away the excavated surplus earth / debris /rock /rock stuff etc. out side of the site including loading at site, transportation, unloading, spreading etc complete as directed. Lead shall be goverend as per the locations of the disposal sites out side the site premises and as per the local laws of the governing authorities in the area.(Refer Item no. 1.17 for detailed specifications in Section IV )
Note : For detailed specifications please read Section V instead of Section IV | 5 | CU.M. | 1,000 ₹5,900 | 456.58 ₹2,693.80 | 560 ₹3,304 |
| 7.00 | Supplying the chemicals & carrying out pre-construction Anti-termite treatment (IS 6131 part 2) with chlorpyriphos 20 EC with 1 % concentration (IS 8944) OR Imidacloprid 30.50SC with 0.075% concentration (IS 15443) at the various stages of construction in stages and as recommended by the chemical manufacturer to safeguard the building against termite including execution and submission of guarantee for a period of 10 years against any subterranean pests infestation. This work is to be got executed through an approved specialized agency as per their specifications. (Measurement shall be as per out to out plan dimension in SqM at plinth level of the building treated).
Stages of treatment:-
A). Treatment for RCC foundations and basement :- After the backfilling up to GL, the peripheral walls shall be treated at its both side up to 500mm depth at the rate of 7.5 Ltr/SqM.
B). Treatment at the junction of the wall and floor (filling). :- After the plinth filling is completed, both the sides of the walls at the junction of the wall and filling to be treated at the rate of 7.5 Ltr/SqM.
C). Floor treatment :- The top surface of the consolidated earth within plinth walls shall be treated with Chemical emulsion at the rate of 5 Ltr / SqM.
D). Treatment of soil along the perimeter of building. :- After the building is complete, the earth along the external perimeter of the building shall be treated for a depth of minimum 300mm & width upto 750mm with Chemical emulsion at the rate of 7.5 Ltr/SqM.
E). Treatment of Soil surrounding Pipes, Wastes and Conduits and any other service line going inside the building. (Refer Item no. 1.18 for detailed specifications in Section IV )
Note : For detailed specifications please read Section V instead of Section IV | 25 | Sqm | 500 ₹14,750 | 410.25 ₹12,102.50 | 490 ₹14,455 |
| 8.00 | Clearing jungle including up-rooting of rank vegetations, thorny bushes, saplings, trees of girth (circumference) up to 300mm measured at a height of 1 metre above ground level, other vegetation cover, jungle plants, shrubs, climbers etc all in order to get the clear land having its original top layer including stacking all the removed debris, rubbish, vegetation, trees, saplings etc at the place as directed anywhere within site including loading, unloading, applying all machineries and equipments, etc all complete as directed. (Refer Item no. 1.19 for detailed specifications in Section IV )
Note : For detailed specifications please read Section V instead of Section IV | 12 | ACRE | 500 ₹7,080 | 65,227.89 ₹9.2 L | 98,000 ₹13.9 L |
| 9.00 | Providing and laying machine mixed plain cement concrete (PCC) 1:4:8 in volumetric proportion (1 part of cement:4 part coarse sand : 8 part aggregates of size 37 mm and down) for specified thickness, for foundations below walls, column footings, sunk floor terraces at any height above plinth level raft at any depth below floors, pavements roads, plinth protection, etc. including centring and shuttering if required, laying spreading, ramming, consolidating as per requirement and curing etc. complete as directed.
Note : Stone aggregates may be 20mm down graded or 37mm down graded. | 77 | CU. M. | 6,500 ₹5.9 L | 5,405.25 ₹4.9 L | 9,100 ₹8.3 L |
| 10.00 | Providing & laying in position machine mixed and machine vibrated cement concrete of controlled grades for reinforced cement concrete structural elements in any shape, size, thickness or depth and design viz. foundations, columns, beams, slabs, raft, floor plinth beams, plinth beam ledges, window sills, copings, thin band beams, walls parapets boxes, folded plates, chajjas, mullions, retaining walls, fins, staircases, overhead and underground water and other fluid tanks, statically loaded foundation rafts/floor, water troughs, manhole slab, septic tank slab, soak well slab etc. its concrete elements in any shape, size, thickness/depth and design as per structural design and as directed in specified compressive strength compressed in N/mm2 at 28 days as per IS 456-2000 using 20 mm or as specified size of crushed stone aggregates including design of concrete mixes, auto weigh batched proportioning, cost of admixtures, necessary lift and lead as specified, finishing concrete surfaces, curing etc. complete but excluding centring/shuttering and reinforce-ment. The conversion of weigh batching to equivalent volumetric one, if permitted, should be got approved from Engineer before execution. For concrete grade M- 25 below and up to highest plinth level. | 29 | CU. M. | 6,500 ₹2.2 L | 10,430.5 ₹3.6 L | 16,800 ₹5.7 L |
Updated dates
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
26 Dec 2025, 3:00 pmClosed
Group Head (Purchase)
National Dairy Development Board, Anand
Civil, Structural, and other miscellaneous works including Internal Electrification works for Compound wall, Security Building, Entrance gate and other miscellaneous works etc. at Proposed site of 1 LLPD Dairy Plant at, Lahowal in Dibrugarh, Assam
2025_NDDB_48904_1
NDDB-HO-CW-DIBRUGARH
Open Tender
Civil Works
Lahowal
Please refer Tender documents
4 documents required · 4 mandatory
₹3,230
₹3.2 L
Yes
Online
18 Mar 2026
29 Nov 2025
26 Dec 2025
29 Nov 2025
26 Dec 2025
15 Dec 2025
5 Dec 2025
Excavation in soil/terrain/land at the project site which includes all kinds of soils or rock or soils and rock which can be excavated by Manually or by Mechanical excavators or by heating or by any other approved method or by all of these methods or by any combination of these methods and up to 1.50 M depth from Existing Ground Level(GL/EGL/NGL) or the terracing level formed by massive cutting whichever is lower, for foundations of wall, columns, plinth beams, basement, raft, ducts, trenches, pits, underground sumps, ETP tanks, septic tank, soak well, manhole chamber, gully chamber, Utility chamber, inspection chamber, catch pit chamber, equipment foundation, machinery foundation, box cutting for formation of road, including all lift, shoring, strutting, bailing out water/pumping off water if required, re-filling the trenches, foundation pits etc all as excavated, ramming, watering, consolidating in 30 cms to 40 cms layers as directed, the item also includes all the lift and all the lead for handling and re-handling of all the earthwork operations involved for removing and stacking the excavated stuff any where within the site area or at the nearby other plot/location; simultaneously or intermittently or as and when required, including bringing back the excavated stuff as and when required for re-filling or plinth filling, for land development, back-filling etc at the project site including all the operations of levelling and consolidation etc complete as directed. The excavated surplus earth stuff at the project site and at the nearby other plot shall be levelled as directed. (Refer Item no. 1.01 for detailed specifications in Section IV). In the case of excavation required in the filling areas at a later stage and as directed, the same shall be measured from the level of filling carried out already, if any for the consideration of depth (lift). This item shall not be applicable for massive cutting-filling works for land terracing which shall be paid under relevant item provided separately under this contract. For excavation in trenches for laying of pipes and cables (and all the services), excavation and all related earthwork are included under the respective items of pipes and cables etc services even if it is not specified under the respective item. Bidder must visit the project site and arrange to evaluate about the type of soil/terrain/land exist there and the actual lead distance between the project site and the nearby plot/location of the Service Note : For detailed specifications please read Section V instead of Section IV
Providing and filling approved local sand free from debris,pebbles etc in trenches, plinth, under sub base surrounding areas including screening, watering and consolidation, transportation, loading, unloading, spreading etc. complete as directed. (Refer Item no. 1.10 for detailed specifications in Section IV ) Note : For detailed specifications please read Section V instead of Section IV
Providing & laying in position machine mixed and machine vibrated cement concrete of controlled grades for reinforced cement concrete structural elements in any shape, size, thickness or depth and design viz. foundations, columns, beams, slabs, raft, floor plinth beams, plinth beam ledges, window sills, copings, thin band beams, walls parapets boxes, folded plates, chajjas, mullions, retaining walls, fins, staircases, overhead and underground water and other fluid tanks, statically loaded foundation rafts/floor, water troughs, manhole slab, septic tank slab, soak well slab etc. its concrete elements in any shape, size, thickness/depth and design as per structural design and as directed in specified compressive strength compressed in N/mm2 at 28 days as per IS 456-2000 using 20 mm or as specified size of crushed stone aggregates including design of concrete mixes, auto weigh batched proportioning, cost of admixtures, necessary lift and lead as specified, finishing concrete surfaces, curing etc. complete but excluding centring/shuttering and reinforce-ment. The conversion of weigh batching to equivalent volumetric one, if permitted, should be got approved from Engineer before execution. For concrete grade M- 25 to all height from highest plinth level.
Providing and erecting in position form work shuttering & boxing using steel/plywood shuttering materials of approved quality for concrete elements vertical, horizontal, inclined, circular, curved etc. in all sizes, shapes and designs as per drawing including necessary staging at all intermediate levels, scaffolding, bolts/nuts, fastener nails, wires for keeping in position till concrete is laid and members have acquired required strength, removal thereafter, applying shuttering oil etc. complete as directed. At all levels below ground level and up to highest plinth level for all concrete elements of any shape, size & direction etc complete as directed.
Providing and erecting in position form work shuttering & boxing using steel/plywood shuttering materials of approved quality for concrete elements vertical, horizontal, inclined, circular, curved etc. in all sizes, shapes and designs as per drawing including necessary staging at all intermediate levels, scaffolding, bolts/nuts, fastener nails, wires for keeping in position till concrete is laid and members have acquired required strength, removal thereafter, applying shuttering oil etc. complete as directed. Form Work in superstructure to all heights above highest plinth level for all concrete elements of any shape, size
Providing and applying concrete bonding compound of approved or equivalent make to old / new concrete surfaces at all levels, in vertical and horizontal planes as directed by engineer after necessary chipping & cleaning surface dust free. Note : The item unit rate is Litre
Pressure grouting with cementitious non-shrinking pressure injection grout material of approved make including chemicals, cement, packers, connectors, labours, tools and tackles etc., complete as per Manufacturer’s application methodology & as directed by engineer in charge. Payment will be made based on actual consumption of only cementitious non-shrinking grouting material utilised in the works.
Providing and fixing of concrete compound wall having height of minimum 2.1 metres made with precast pre-stressed reinforced cement concrete posts having 8 nos, 4mm dia GI wires as reinforcement steel and of M 35 grade of concrete as per following details. (1) Excavation in any type of soil for foundation pits of minimum size (500mm x 500mm x minimum 800mm deep) including filling the excavated earth as directed followed by compaction (2) Laying of Plain cement concrete (1:2:3 proportion) for pits (500mmX500mmX minimum 800mm) for erection of pre-stressed RCC posts. The spacing of RCC posts shall be according to the length of concrete panel/plank (3) Providing and fixing in line level & plumb the Pre-cast RCC post of M-35 grade concrete of size (2950 mm long x 150 mm wide x 150 mm thick having grooves for the provision of tightly fixing the pre-cast pre-stressed concrete wall panels/planks) as per requirement & details including provision for fixing of MS angle posts for fixing wire fencing over it etc. (4) Providing and fixing pre cast planks(panels) of pre-stressed Cement concrete of M-30 grade of size (2100 mm long x 300 mm wide x 38 to40 mm thick) and having three nos. 4mm dia GI wires as reinforcement steel in line, level & plumb including filling joints with cement slurry or as per the recommendations of manufacturer etc completed as per the drawings and as directed. The item includes excavation, concrete and all the pre-stressed concrete works including labour cost etc complete. Note : 1)The excavation in any type of soil/rock for foundation pits is included in this item.
Providing and constructing 115 mm thick brick masonry in partition with approved quality bricks having minimum crushing strength 40 Kg./Sq.cm, at all levels in CM 1:4 (1 part cement and 4 part coarse sand) including scaffolding, racking out joints, reinforcement of 2 Nos. 6 mm dia bars at every fourth course or 25 mm x 1.2 mm iron hoop in every 3rd course, curing, etc. complete as directed. (Rate includes the cost of MS bars or iron hoop).
Providing & Fixing 4mm thick Compact sheet in aluminium door and partitions. Compact sheet shall be made from solid grade compact High Pressure Laminate manufactured under high pressure and temperature with bunch of kraft papers and decorative papers including approved quality PVC/ neoprene gasket etc complete as directed. (Cost of aluminium snap beading and aluminum sections shall be paid separately against the respective item) Note : The thickness of sheet shall be read as 6mm in place of 4mm. Compact sheet shall be high pressure liminated (HPL) as per IS 2046 (Thermosetting Synthetic Resin Bonded Laminated Sheet) and of type S, P or P.
Providing & fixing 12 mm thick Hilux Calcium Silicate Board Water resistant, Non Combustible, (As Per BS Standard, Certified by CBRI Roorkee) Termite & Vermin proof, Eco- Friendly of approved or equivalent make in Aluminium door, window, ventilator, partition or similar such other location so called for with PVC / Neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge
Providing and fixing powder coated aluminium ( minimum thickness of powder coating 50 micron) frame works for doors, windows, ventilators and partitions with extruded built-up standard tubular sections / appropriate Z sections and other sections of approved or equivalent make conforming to IS: 733 and IS: 1285, fixed with rawl plugs and screws or with fixing clips, or with e
Providing and fixing fly proof S.S. wire mesh to window shutters with aluminium beading (which will be paid separately under respective aluminium item).
Providing & fixing Stainless Steel Hinge 304 grade Satin finish butt hinges of sizes 125x75x3mm with 4 Nos. Ball Bearing of approve make , including necessary screws etc. complete as directed by Engineer In charge.
Providing and fixing double action hydraulic floor spring of approved brand/make and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mm thickness
Providing and applying 12 mm thick plain cement plaster finish at all heights and below highest plinth level in Cement Mortar (CM) 1:4 (1 part cement: 4 parts sand- 50% coarse and 50% fine) in line, level and plumb to the walls, concrete elements, beams, ceiling, stair, columns, pardis, including making plaster bands, stripes, moulds, pattas, grooves etc, over any brick or concrete surface as specified including scaffolding, curing and finishing smooth, complete as directed.
Providing and laying 18 mm. to 20 mm thick pre-polished to mirror finish machine cut approved quality Granite stone of required size & shape (length and width of the stone slab), colour in approved pattern, single piece in skirting , dado , risers of uniform colour, texture and pattern over 12 mm thick cement mortar 1:3 ( 1 part cement : 3 part coarse sand ) with cement paste @ 4.4 Kg/SqM filling of joints with white cement / cement mixed with colour pigments to match the shade, applying epoxy based damp proof coating on the base concrete/wall surface, polishing the exposed edges as per the drawing, necessary curing, polishing, protection of finished surface, cleaning the same finally etc. complete as directed.The stone used should be in one single long piece up to 1500mm length as per the drawing. Only finished granite work shall be measured & considered for payment. Note : Thickness of granite may vary as per availability., Stones laid for window cills and door, jambs and soffits shall be paid under this item. fixing grit back on stone with araldite for bonding etc..Basic rate of granite is Rs. 2000/ sqm.
Providing and laying cement water-proofing of average 115 mm thick for balcony, terrace etc at all the levels, with layer of 20 mm thick cement mortar 1:3 ( 1 part cement : 3 part coarse sand )mixed with water proofing compound of approved make and as specified by the manufacturer, laying brick bats of required size impregnating in to the base mortar bed with gap of 12 mm all around according to slope, level and curing the same, the gaps around brick bats filled with cement mortar 1:3 (1 part cement : 3 part coarse sand) mixed with waterproofing compound as above , 15 to 20 mm layer above brick bats and finishing top with neat cement @ 2.75 Kg/Sq.M. making square 300 x 300 mm chequered finish marks with string , finishing around rain water outlets curing etc. complete including furnishing of guarantee for 10 years. The work should be carried out through an approved specialised agency like India Water Proofing Co. or equivalent.
Providing, fabricating and fixing in position, grill, railing, steel ladder, Safety MS
bars to windows/ ventilator of MS rolled sections as per architect’s details including cutting welding, grinding to smooth surface, fixing hold fast of MS sections embedded in concrete 1:2:4 (1 part cement, 2 part coarse sand, 4 part of stone aggregate 12 mm and down), anchor bolts including 2 or more coats of first quality synthetic enamel paint of approved make over a coat of primer etc. complete as directed.
Dismantling stone/Brick masonry walls or partition wall plastered or un plastered as per instructions including finishing the broken surface to match with the surroundings, removal and disposal of debries within site including cutting the reinforcement bars, if any etc. complete as directed.
Dismantling the RCC beams, slabs, lintels, columns, pardi, walls, platform etc. including finishing the broken surface to match with the surroundings, removal and disposal of debries within site, including cutting the reinforcement/ MS inserts stacking the same and handing over to stores / yard within site etc. complete as directed.
Dismantling steel work in built up sections in angles, tees, flats, pipes, chain link, barbed wire, baseplate and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. at all heights including dismembering and stacking within the premises upto a lead of 350m. and scaffolding complete as directed.
Surface dressing including preparation of sub grade of road bringing earth work to required grade, slope and camber in the existing surface, including cutting or filling earth up to 300 mm thickness, watering, consolidation with 8-10 MT Power Road Roller, etc. complete as per details and as directed. Note : Surface dressing depth of cuttting or filling exceeds 300 mm depth, increased depth will be paided in relevent filing or excavation item.
Providing and laying interlocking pavement stones of approved quality, shape, size , colour and make having compressive strength of minimum 250 kg/sq.cm and thickness not less than 80mm with smooth / approved finish and edges duly chamfered over a water compacted 50 mm thick natural sand bed to the required line, level and compacting the stones laid by plate vibrator including cost of labour for Surface dressing including preparation of sub grade of road bringing earth work to required grade, slope and camber in the existing surface, including cutting or filling earth up to 300 mm thickness, watering, consolidation with 8-10 MT Power Road Roller, etc. complete as per details and as directed
Providing and fixing 1.8 M height chain link fencing as per drawing / details : a) Providing and fixing 49.5mm x 49.5mm x3.66mm ( Weight/RM - 4.93 kg) MS medium class box section, 2.5 meter long with 150 x 150 x 6 mm thick base plate with necessary clits of 50 x 6 MS flat on the pole, at 2.5 M c/c, 500 mm grouted in toe wall or ground in CC 1:2:4 block of size 45 x 45 x 50 cms., including necessary excavation, c/s. ( The toe wall will be measured under relevant item of works ), b) To form rectangular panel frame out of ISA 50 x 50 x 6, 1.8 M vertically apart and between two vertical hallow box support, welded with matching MS angle / flat clits so as to form the rectangular panels with necessary welding, nuts and bolts and washers, c) Chain link of 50 x 50mm size -10 gauge, covering the panels of MS angles, fixed with 32 x 6 mm MS flat as beading with making necessary holes and fixing with 10 mm dia 40 mm bolts with washers, nuts etc. complete. d) Painting the vertical posts, Note : Item incudes painting of chainlink fencing,framing and posts with two or more coats of approved first quality synthetic enamel paint or aluminium paint over a coat of primer of approved make.
Providing, fabricating and fixing in position 8 mm dia. TMT reinforcement steel bars of minimum grade Fe 415 confirming to IS 1786 - 1985 of approved or equivalent make for RCC structures as per design including transporting, unloading and incidental charges for handling cutting, bending, and binding with two strands of annealed steel wire of 18 gauge, welding if necessar
Providing, fabricating and fixing in position 16 mm dia. TMT reinforcement steel bars of minimum grade Fe 415 confirming to IS 1786 - 1985 of approved or equivalent make for RCC structures as per design including transporting, unloading and incidental charges for handling cutting, bending, and binding with two strands of annealed steel wire of 18 gauge, welding if necessary etc. complete as directed.
Providing and fixing/ laying of conduit and wires for Light point wiring with 1.5 sq. mm PVC insulated, FRLS, copper conductor (stranded) 1100V grade wires alongwith earthing in 25mm dia. medium duty PVC surface/ concealed conduit system including providing and fixing one no. 10 Amp single pole modular switch grid plate mounted with moulded cover plate in zinc chromate passivated GI box suitable for modular switch, complete in all respect ( wiring & conduiting up to switchboard not included in item cost), for two light points controlled by one switch.
Sub main wiring (1 PHASE) with PVC insulated, FRLS, Cu. Conductor (stranded) 1100V grade wires of red/yellow/blue colour for phase, black colour for neutral & green colour for earthing in Medium duty PVC surface/ concealed conduit system complete with wires and conduit of size 2x6sq. mm. For power and 1x4 sq. mm for earth wire in 25 mm dia conduit.
Installation of recess mount light fixture in false ceiling having 600X600mm tiles by providing 6 mm thick water and termite proof plywood sheet (size: 590X590 mm) with suitable cutout in plywood and tile. Item includes connection and testing of light fixture.
Fixing, testing & commissioning light fixture on street light pole bracket on building including wiring from switch box to fixture with 3x2.5 sq. mm copper conductor, FRLS, PVC insulated and sheathed flexible cable.
Laying and connecting multi pair telephone cable armoured, jelly filled, PVC insulated and sheathed, 0.51mm dia annealed tinned copper conductor in air (on cable tray/trenches/GI pipes etc.) with GI clamps, identification of pairs and connections in tag box at both ends. (COST OF CABLES, CABLE TRAYS, GI PIPE ETC. NOT TO BE INCLUDED IN THIS ITEM) - Telephone cable size - up to 10 pair.
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