Tender For Development Of Common User Facilities At 7 & 8 Nsd Including Civil Engineering Works Alongwith Electrical Engineering And Fire Fighting Works At Kds, Smpa
Tender Value
37.58 Crore
Estimated cost
Bid Submission
02 Nov 2026
19 days left
EMD
47.58 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kolkata → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Common User Facilities At 7 & 8 Nsd Including Civil Engineering Works Alongwith Electrical Engineering And Fire Fighting Works At Kds, Smpa
BOQ
| Sl. No. | Item Description |
| 1 | Civil Work - Part AEarth work in excavation of the foundation tranches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75Mtr as directed. The Item including necessary trimming the sides of tranches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete. Depth of excavation not exceeding 1500 mm. |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) With earth obtained from excavation of foundation. |
| 3 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. |
| 4 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick |
| 5 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars (a) In ground floor including roof |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m stacking serviceable and unserviceable materials separately as per technical specification Cl 202 for Rural Roads of MORD (i) by mechanical means (b) Granular Courses |
| 7 | Preparation and consolidation of sub-grade with power road roller of 8 – 12 tonne capacity after cutting exiting road upto required depth, dressing to camber and consolidation with road roller including making good the undulation etc and rerolling the sub-grade and disposal of surplus earth with lead upto 50 meters |
| 8 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (Sth Revision). Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) by manual means |
| 10 | Supplying ready mixed concrete of M 15 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[cement to be supplied by the Manufacturer/ supplier]In ground floor and foundation. Without approved concrete pump |
| 11 | Supplying ready mixed concrete of M 20 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[cement to be supplied by the Manufacturer/ supplier]In ground floor and foundation. Without approved concrete pump |
| 12 | Supplying ready mixed concrete of M 40 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[cement to be supplied by the Manufacturer/ supplier]In ground floor and foundation. Without approved concrete pump |
| 13 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision) |
| 14 | Supplying and laying in the specified pattern of Interlocking concrete block pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (As per clause no 6.30 of IRC : Sp: 63 (2018) , from BIS license manufacturer , with spacer nib (small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving block as per Cl No 3.26 of IS : 15658) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block as per CL No 3.3 of IS : 15658) as per Table 2 of IS15658 with flexural strength / breaking load as per Annexure G of IS15658 on prepared base course of specified CBR as per table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a couson of compacted bedding sand of 25-35mm thick (Grading of bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver block with joint filling sand (the grading of joint filling sand will be as per clause 6.5.2 of IRC SP-63) and completing the edges with cut blocks as per clause no. 8.7 of IRC SP-63 (2018) with proper confinement of bedding and joint filling sand, compaction, leveling and filling up of the edge gap.120 mm thick GreyDentated or dumble shaped |
| 15 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 16 | Providing and laying reinforced cement cocrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specifications Clause 1106 for Rural Roads of MORD. 600 mm dia |
| 17 | Brick work with 1st class bricks in cement mortar (1:6) in foundation & plinth |
| 18 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/ staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:6 cement mortar.20 mm thick plaster |
| 19 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m. |
| 20 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. SAIL/TATA/RINL |
| 21 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 22 | Hire and labour charges for shoring work (includingHire and labour charges for shoring work (includingnecessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) completeas per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contactwith supported earth is to be measured.) (Thisitemshould be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m. |
| 23 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 24 | Cleaning rubbish , sludge , liquid earth , mud , debris and other materials etc. from kutcha /pucca surface drain of any size and upto 1.5 m deep including stacking the spoil within a lead of 75 metre by manual means. Payment will be made on the basis of actual measurement of spoils in dry condition. |
| 25 | Supply earth mover/ exacavator cum loader including fuel, permit, requisite operator, helper etc for 8 hrs. The rate is inclusive of all expenses complete. |
| 26 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 27 | Fixing S.H 90 lbs rail 1.50 m in length after cutting, carrying (Within 5 km) and fixing in line and level as per the direction of Engineer-in-charge.(The rate is inclusive of the cost of carrying, loading, unloading, cutting the rails and fixing the same but excluding the cost of excavating foundation , concreting and painting.) Rail will be supply by KoPT. |
| 28 | Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 A. 6 Kg / Sq.Cm. (Working Pressure) (Dia)110 mm |
| 29 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.\\"Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finishedstructural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m |
| 30 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /guIIy pit cover with matching frame.As per I.S- 12592(M.D)(i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover:700mm X100mm Frame:910mm X 185 mm opening: 560mmWeight: 245 kg (approx) |
| 31 | Supply Air Compressor machine including labour, Operator, fuel permit etc. for 8 hours at desired location all complete |
| 32 | Providing & applying 1 coat of road marking primer for concrete surface of approved make to receive Thermoplastic Paint after necessary brushing & Cleaningnof the surface etc. with the help of templates of different shapes & sizes as per instruction of Engineer-in-charge |
| 33 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 34 | Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 |
| 35 | Supplying, fitting and fixing retro-reflective warning & regulatory sign with imported reflective sticker of approved quality for lettering direction, arrow,symbol etc. pasted on 14 S.W.C plain galvanised steel of TATA make having clean cut edge & radiuses at all corners painting two coats of synthetic enamel paint over a coat of priming on both sides of the G.I sheet by spray painting with necessary bolting etc. The rate includes cost of reflective sign sticker, G.I sheet, fitting fixing , hoisting & placing in position on steel frame work with necessary tack welding in bolting complete as per approved drawing etc. & direction of Engineer-in-charge but excluding the cost of steel frame.a) Retro reflective sign on one side. |
| 36 | Surface dressing of the ground in any kind of soil including removing vegetationinequalities not exceeding 15cm depth and disposal of rubbish within a lead of 75m as directed. |
| 37 | Supply of one 3-5 HP capacity diesel pump set of running condition on hire basis daily from 8 AM to 5PM along with necessary pipes for suction and delivery of length approximate 15 metre and 5 metre respectively and other accessoris and fittings like foor valve, clips etc, including Pump Driver/ Helper required to run the pump set for lifting of waste water from pits manholes, drains etc as per direction of Engineer-in- Charge at site |
| 38 | Provide charges of supplied fuel for running the pump set as per necessity and requirement |
| 39 | Supplying labours for taking out old paver blocks carefully, stacking the same in proper stack anddepositing the spoils as directed within a lead of 150m |
| 40 | Carefully lay old paver blocks in line and level to match with existing paved surface including providing bedding layer with minimum sand (50 to 80mm avg. thk.) over hard and compacted base & completed by7 heavy duty vibrator plate compaction(joints filled with fine sand) as per specification including all lead, lifts, materials, labours etc. complete in all respect. |
| 41 | Dismantling steel works in all types of sections upto a height of 5m above plinth level excluding cutting of rivet as per technical specifications alause 202 for rural roads of MORD, including dismembering |
| 42 | Loading, unloading and stacking by manual means. Loading in to trucks at the lifting point, unloading at destination, stacking properly in godown or yard etc. as directed including carriage by head load up to a lead of 50,m at each of the two points. Steel |
| 43 | Carriage of Steel materials over pucca road, Upto 5km |
| 44 | Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials, jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials. Payment for painting will be made seperately (i) 25 mm dia. medium quality |
| 45 | (ii) 50 mm dia. medium quality |
| 46 | (iii) 100 mm dia. medium quality |
| 47 | Removal of sludge, slushy material mechanically from culverts, UG sewer line etc. by arranging and deploying Jetting cum suction machine at different residential/ operational/ other sites at KDS. The rate shall include hire charges of the machinery, tools, plants, hoses, fuel, one(1) skillled operator and three unskilled helpers all ancillary costs, necessary repair and maintenance, all complete for eight(8) hours/ day or part thereof. |
| 48 | Urgent cleaning of dumped rubbish, refuse, unserviceable materials like plant bush cutting etc. from inside and outside of SMP, Kolkata premises by Dumper(Hyva) including loading, transporting within a distance of 5 km and unloading beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal all complete as directed, rate including hire charge of Dumper, Driver, Helper, Fuel, Loading and Unloading and all statutory charges but excluding G.S.T |
| 49 | Loading, unloading and carriage of old taken out Paver Blocks from any location a distance of 5km by trucks as directed |
| 50 | Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc.(Payment to be made on area of cut surface) |
| 51 | Hire Charges and running cost of crane(Hydra) upto 14 tonne capacity including cost of services of operating staff , cost of lubrication, Disel/Petrol on per day basis for 8 working hours within kolkata city & petroleum wharves, Budge Budge area all complete (the rate is inclusive of all exclusive GST) |
| 52 | a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 53 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With other than hi-gloss of approved quality (iv) Two coats (with any shade except white) |
| 54 | Civil Work - Part BEarth work in excavation of the foundation tranches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75Mtr as directed. The Item including necessary trimming the sides of tranches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete. Depth of excavation not exceeding 1500 mm. |
| 55 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) With earth obtained from excavation of foundation. |
| 56 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof. |
| 57 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m.In ground floor including roof. (a) upto 150 mm. thick(b) Mustard oil cake |
| 58 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars(a) In ground floor including roof |
| 59 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m stacking serviceable and unserviceable materials separately as per technical specification Cl 202 for Rural Roads of MORD (i) by mechanical means (b) Granular Courses |
| 60 | Preparation and consolidation of sub-grade with power road roller of 8 – 12 tonne capacity after cutting exiting road upto required depth, dressing to camber and consolidation with road roller including making good the undulation etc and rerolling the sub-grade and disposal of surplus earth with lead upto 50 meters. |
| 61 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 62 | Providing , laying , spreading and compacting graded stone aggregates to wet mix macadam specification including screening of aggregates from granular materials premixing the materials with water at OMC in wet mix plant , carriage of mix materials by tipper to site , laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including supply of all materials , machinery , fuel and lubricants including incidental cost for lighting , guarding , barricading , making earthen bundh to protect the edges including cost of quality control complete as per clause 406 of specification for Road and Bridge works of MORTH (5th Revision ) |
| 63 | Supplying ready mixed concrete of M 15 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[cement to be supplied by the Manufacturer/ supplier]In ground floor and foundation. Without approved concrete pump. |
| 64 | Supplying ready mixed concrete of M 20 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[cement to be supplied by the Manufacturer/ supplier]In ground floor and foundation. Without approved concrete pump |
| 65 | Supplying ready mixed concrete of M 40 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[cement to be supplied by the Manufacturer/ supplier]In ground floor and foundation. Without approved concrete pump. |
| 66 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision) |
| 67 | Supplying and laying in the specified pattern of Interlocking concrete block pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (As per clause no 6.30 of IRC : Sp: 63 (2018) , from BIS license manufacturer , with spacer nib (small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving block as per Cl No 3.26 of IS : 15658) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block as per CL No 3.3 of IS : 15658) as per Table 2 of IS15658 with flexural strength / breaking load as per Annexure G of IS15658 on prepared base course of specified CBR as per table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a couson of compacted bedding sand of 25-35mm thick (Grading of bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver block with joint filling sand (the grading of joint filling sand will be as per clause 6.5.2 of IRC SP-63) and completing the edges with cut blocks as per clause no. 8.7 of IRC SP-63 (2018) with proper confinement of bedding and joint filling sand, compaction, leveling and filling up of the edge gap.120 mm thick GreyDentated or dumble shaped |
| 68 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 69 | Providing and laying reinforced cement cocrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specifications Clause 1106 for Rural Roads of MORD. 600 mm dia |
| 70 | Brick work with 1st class bricks in cement mortar (1:6) in foundation and plinth. |
| 71 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] With 1:6 cement mortar.20 mm thick plaster |
| 72 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 73 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Tor Steel /Mild steel I. SAIL/TATA/RINL |
| 74 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 75 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge).(a) Depth upto 1.5 m |
| 76 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as perdirection of Engineer in charge |
| 77 | Cleaning rubbish , sludge , liquid earth , mud , debris and other materials etc. from kutcha /pucca surface drain of any size and upto 1.5 m deep including stacking the spoil within a lead of 75 metre by manual means. Payment will be made on the basis of actual measurement of spoils in dry condition |
| 78 | Supply earth mover/ exacavator cum loader including fuel, permit, one no operator, one no helper etc for 8 hrs. The rate is inclusive of all expenses complete. |
| 79 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 80 | Fixing S.H 90 lbs rail 1.50 m in length after cutting, carrying (Within 5 km) and fixing in line and level as per the direction of Engineer-in-charge.(The rate is inclusive of the cost of carrying, loading, unloading, cutting the rails and fixing the same but excluding the cost of excavating foundation , concreting and painting.) Rail will be supply by KoPT. |
| 81 | Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 A. 6 Kg / Sq.Cm. (Working Pressure) (Dia)110 mm |
| 82 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.\\"Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finishedstructural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4 m. beyond initiial 8m. or part thereof. For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/m |
| 83 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /guIIy pit cover with matching frame.As per I.S- 12592(M.D)(i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover:700mm X100mm Frame:910mm X 185 mm opening: 560mmWeight: 245 kg (approx) |
| 84 | Supply Air Compressor machine including labour, Operator, fuel permit etc. for 8 hours at desired location all complete |
| 85 | Providing & applying 1 coat of road marking primer for concrete surface of approved make to receive Thermoplastic Paint after necessary brushing & Cleaningn of the surface etc. with the help of templates of different shapes & sizes as per instruction of Engineer-in-charge |
| 86 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) |
| 87 | Providing and fixing of road stud 100x100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 |
| 88 | Supplying, fitting and fixing retro-reflective warning & regulatory sign with imported reflective sticker of approved quality for lettering direction, arrow,symbol etc. pasted on 14 S.W.C plain galvanised steel of TATA make having clean cut edge & radiuses at all corners painting two coats of synthetic enamel paint over a coat of priming on both sides of the G.I sheet by spray painting with necessary bolting etc. The rate includes cost of reflective sign sticker, G.I sheet, fitting fixing , hoisting & placing in position on steel frame work with necessary tack welding in bolting complete as per approved drawing etc. & direction of Engineer-in-charge but excluding the cost of steel frame.a) Retro reflective sign on one side |
| 89 | Surface dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of rubbish within a lead of 75m as directed |
| 90 | Supply of one 3-5 HP capacity diesel pump set of running condition on hire basis daily from 8 AM to 5PM along with necessary pipes for suction and delivery of length approximate 15 metre and 50 metre respectively and other accessoris and fittings like foor valve, clips etc, including Pump Driver/ Helper required to run the pump set for lifting of waste water from pits manholes, drains etc as per direction of Engineer-in- Charge at site |
| 91 | Provide charges of supplied fuel for running the pump set as per necessity and requirement |
| 92 | Supplying lobours for taking out old paver blocks carefully, stacking the same in proper stack anddepositing the spoils as directed within a lead of 150m. |
| 93 | Carefully lay old paver blocks in line and level to match with existing paved surface including providing bedding layer with minimum sand (50 to 80 mm avg. thk.) over hard and compacted base & completed by heavy duty vibrator plate compaction (joints filled with fine sand) as per specification including all lead, lifts, materials, labours etc. complete in all respect. |
| 94 | Dismantling steel works in all types of sections upto a height of 5m above plinth level excluding cutting of rivet as per technical specifications alause 202 for rural roads of MORD, including dismembering |
| 95 | Loading, unloading and stacking by manual means. Loading in to trucks at the lifting point, unloading at destination, stacking properly in godown or yard etc. as directed including carriage by head load up to a lead of 50,m at each of the two points. Steel |
| 96 | Carriage of Steel materials over pucca road, Upto 5km |
| 97 | Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials, jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials. Payment for painting will be made seperately(i) 25 mm dia. medium quality |
| 98 | (ii) 50 mm dia. medium quality |
| 99 | (iii) 100 mm dia. medium quality |
| 100 | Removal of sludge, slushy material mechanically from culverts, UG sewer line etc. by arranging and deploying Jetting cum suction machine at different residential/ operational/ other sites at KDS. The rate shall include hire charges of the machinery, tools, plants, hoses, fuel, one(1) skillled operator and three unskilled helpers all ancillary costs, necessary repair and maintenance, all complete for eight(8) hours/ day or part thereof. |
| 101 | Urgent cleaning of dumped rubbish, refuse, unserviceable materials like plant bush cutting etc. from inside and outside of SMP, Kolkata premises by Dumper(Hyva) including loading, transporting within a distance of 5 km and unloading beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal all complete as directed, rate including hire charge of Dumper, Driver, Helper, Fuel, Loading and Unloading and all statutory charges but excluding G.S.T |
| 102 | Loading, unloading and carriage of old taken out Paver Blocks from any location a distance of 5km by trucks as directed |
| 103 | Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc.(Payment to be made on area of cut surface) |
| 104 | Hire Charges and running cost of crane(Hydra) upto 14 tonne capacity including cost of services of operating staff , cost of lubrication, Disel/Petrol on per day basis for 8 working hours within kolkata city & petroleum wharves, Budge Budge area all complete (the rate is inclusive of all exclusive GST) |
| 105 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 106 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With other than hi-gloss of approved quality (iv) Two coats (with any shade except white) |
| 107 | All items for modification of gate complex of 7 & 8 NSD, Canteen, Fire station and workshop.Execution of all items as per requirement including all addenda and corrigenda published up to date. (Payment will be made as per SOR rate with contractual percentage as per actual quantities executed against each items) |
| 108 | FIRE PROTECTION WORKElectrical Panel for Fire Pumps and motors, Installation, Testing and CommisionMCC Panel for 3 nos. Fire Pumps and motors |
| 109 | FIRE RISER (FOR INTERNAL HYDRANT+SPRINKLER) SYSTEM & YARD HYDRANT SYSTEM AND ACCESSORIESSupplying, installation testing and commissioning of the following:Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade completeNote : The piping installation has to be put to hydraulic test to1.5 times the working pressure & as per latest applicable code & standard before applying paint etc. complete(i) 200 mm (Wet Risers for Hydrant + Sprinkler System+ Hydrant Ring main) |
| 110 | 150 mm (For Wet Risers for Hydrant + Sprinkler System Connection) |
| 111 | 100 mm (For Wet Risers for Hydrant + Sprinkler System Connection) |
| 112 | 80 mm (For sprinkler connection + Hydrant Main line) |
| 113 | 65 mm (For sprinkler connection) |
| 114 | 50mm (For sprinkler connection + outlet of sprinkler) |
| 115 | 40mm ( For sprinkler connection + Hose Reel Hose) |
| 116 | 32mm (For sprinkler connection) |
| 117 | 25 mm (for Sprinkler + Hose Reel Hose) |
| 118 | MS Angle for supporting Riser Pipes + Hydrant stand pipes |
| 119 | Wrapping Coating 2 mm Thick |
| 120 | Supplying, fixing, testing and commissioning of Butterfly Valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required (i) 150 mm (For Hydrant + Sprinkler) |
| 121 | 100 mm (For Sprinkler + Hydrant) |
| 122 | 80 mm (For Internal pipe line) |
| 123 | 50mm (For sprinkler connection + outlet of sprinkler) |
| 124 | Supply, installation, testing and commissioning of Non-Return Valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required NRV : 150 mm |
| 125 | NRV 200 mm |
| 126 | NRV : 50 mm |
| 127 | NRV : 80 mm |
| 128 | NRV : 25 mm |
| 129 | Ball Valve : 25 mm |
| 130 | Ball Valve : 15 mm |
| 131 | 25mm Air release valve as per IS:14845 ISI Marked |
| 132 | Supplying and fixing single headed internal hydrant valve with instantaneous Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank cap and chain as required.63mm Single headed Hydrant Valve or Internal Landing Valve (SS) |
| 133 | Water Monitor 2850 LPM |
| 134 | Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female Stainless Steel couplings (Grade 304) duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required 63 mm RRL Hose 15mtr.length. (SS Coupling) |
| 135 | Supplying and fixing TAC approved fire hose cabinet to house fire hydrant & hose, including all other related accerrories fabricated from M.S. sheet (16 Gauge) of fully welded construction having front door with locking arrangement, partially glazed with 4 mm thick glass. Cabinet shall be powder coated & painted with post office red colour of size as shown in the drawing (or as approved by Architect) to house the hydrant valve, 15 mtr.x2 nos. hose & hose reel. The hose cabinet size is 1500 x 900 mm x 450 mm Hose Cabinet (Double Made of MS) |
| 136 | Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.Hose Reel Drum having 30 mtr. Hose Reel Length |
| 137 | Supplying & fixing 63 mm dia Stainless Steel (GRADE 304)short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required.SS Branch Pipe with NOZZLE |
| 138 | Supplying, fixing,testing & commissioning of automatic Sprinkler fire extinguishing system at the internal conforming to IS: 15105 with Sprinkler head of 68C ( Prudent and Up right)Sprinkler Head (Pendent 68 C) 15 mm dia; quarzoid bulb |
| 139 | Supporting Hanger |
| 140 | 100 mm dial Pressure gauge with Syphon tubing, isolation valve & mounting accessories complete Range: 0 - 10 kg/sq.cm.Pressure Gauge : 0 - 10 kg/sq.cm. |
| 141 | Pressure Switch |
| 142 | Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure atthe outlet to the level of 3.5 kg/cm2 complete as required.Orifice Plate |
| 143 | Fire Main Pump (Electric Driven) / Stand-By Pump (Diesel) / Jocky PumpA) Supply, Installation, Testing & Commissioning of Electric Driver Main Fire Pump suitable for automatic operation and consisting of following , complete in all respects, as required : B) Horizontal Type , multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. C) 80 HP, Squirrel Cage Induction motor , TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 Phase 50 Hz, AC supply with IP55 protection for enclosure , horizontal foot mounted type with Class-'F' insulation , conforming to IS-325. D) M.S. fabricated common base plate , coupling guard, foundation bolts etc. as required. E) Suitable cement concrete foundation duly plastered with anti vibration pads. i) 2850 LPM at 120 m Head, 110 KW , Note-The head of the pump is selected in a manner so as to give a minimum 3.5 Kgf/Cm2 pressure at the highest /farthestpoint. Pump - Motor : Discharge : 2850 LPM, Head : 120 mtr (FOR HYDRANT + SPRINKLER PUMPS) |
| 144 | Supplying, installation, testing and commissioning of diesel engine driven stand-by fire pump suitable for discharge 2850 LPM at 120 m Head and consisting of following, complete in all respects, as required : (Diesel Driven Pump) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. 152 HP, 2300 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required.M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required.Suitable cement concrete foundation duly plastered and with anti vibration pads.Pump - Motor : Discharge : 2850 LPM, Head : 120mtr (FOR STAND -BY PUMP) |
| 145 | Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation (Discharge 300 LPM at 120 m Head)and consisting of following, complete in all respects, as required : (Jockey Pump) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. 16 HP, squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325. M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads.Pump - Motor: Discharge : 300 LPM, Head : 120 mtr. (FOR JOCKEY PUMP) |
| 146 | PASSIVE FIRE PROTECTIONSIGNAGES GLOW TYPE |
| 147 | MISC CIVIL WORKSupplying, installing testing & commissioning of Foot valve ,Ball Valve, sluice ValveFoot Valve Size : 200 mm |
| 148 | Ball Valve : 80 mm |
| 149 | Sluice Valve : 150 mm |
| 150 | Sluice Valve : 200 mm |
| 151 | Sluice Valve : 80 mm |
| 152 | Core cutting RCC upto 150 mm |
| 153 | Core cutting Brick wall upto 150 mm |
| 154 | Electrical WorkDesign, supply, installation, testing & commissioning of substation as per scope of work & Technical Specification including dismantling of existing substation equipment. |
| 155 | Supply of 3Cx120 Sq.mm,11 KV( E) XLPE insulated Armoured AL cable as per technical specification. |
| 156 | Laying of above 3C 120 sqmm cable through existing trench as per site condition. |
| 157 | Supply of 3.5CoreX 300 Sq.mm. 1.1KV Grade, XLPE, Al- armoured conductor as per technical specification. |
| 158 | (a) Laying of above cable through existing trench/Hume pipe/HDPE pipe as per site condition. |
| 159 | (b) Laying of above cable through suitable size HDPE pipe including supply & laying of HDPE pipe. |
| 160 | (c) Laying of above cable through micro tunnelling incl. Supply & laying of suitable dia HDPE pipe. |
| 161 | Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below:(a) 3.5Cx300 Sq.mm. 1.1 KV Al cable |
| 162 | (b) 3.5Cx240 Sq.mm. 1.1 KV Al cable |
| 163 | (c) 3.5Cx185 Sq.mm. 1.1 KV Al cable |
| 164 | (d) 3.5Cx150 Sq.mm. 1.1 KV Al cable |
| 165 | (e) 3.5Cx120 Sq.mm. 1.1 KV Al cable |
| 166 | (f) 3.5Cx70 Sq.mm. 1.1 KV Al cable |
| 167 | Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials as below:(a) 3.5Cx300 Sq.mm. 1.1 KV Al cable |
| 168 | (b) 3.5Cx240 Sq.mm. 1.1 KV Al cable |
| 169 | (c) 3.5Cx185 Sq.mm. 1.1 KV Al cable |
| 170 | (d) 3.5Cx150 Sq.mm. 1.1 KV Al cable |
| 171 | (e) 3.5Cx120 Sq.mm. 1.1 KV Al cable |
| 172 | (f) 3.5Cx70 Sq.mm. 1.1 KV Al cable |
| 173 | Straigh through Jointing of cable of different size by compound jointing kit including S&F ferrul, tapes and jointing materials (3.5 core 300 sqmm) |
| 174 | Supply of 3.5C x 35 sq. mm.LT Cable, 1.1KV Grade, XLPE, Al- armoured conductor as per Technical Specification |
| 175 | (a) Laying of cable through existing trench/pre-laid HDPE pipe/Hume pipe 3.5C x 35 sq. mm. |
| 176 | (b) Laying of cable on wall with saddles 3.5C x 35 sq. mm. |
| 177 | (c) Laying of above cable through suitable size HDPE pipe including supply & laying of HDPE pipe. |
| 178 | Finishing of cable ends by crimping method inclusive supplying and fixing solder-less socket (Dowels make), tapes, anticorrosive paste & jointing materials and compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture- proof. |
| 179 | Supply of 1.1 KV, 4Core 10sqmm Copper XLPE insulated arrmoured cable. |
| 180 | (a) Laying of above cable after cutting floor/pavement/wall/ and making holes incl., embedding the cable at an average depth of 75mm and mending good the damages to original finish incl. removing the rubbish. |
| 181 | (b) Finishing of above cable ends by crimping method inclusive supplying and fixing solder-less socket (Dowels make), tapes, anticorrosive paste & jointing materials and compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture- proof. |
| 182 | Supply of 1.1 KV, 4 Core 6sqmm Copper XLPE insulated armoured cable. |
| 183 | (a) Laying of above cable after cutting floor/pavement/wall/ and making holes incl., embedding the cable at an average depth as below and mending good the damages to original finish incl. removing the rubbish |
| 184 | (b) Finishing of above cable ends by crimping method inclusive supplying and fixing solder-less socket (Dowels make), tapes, anticorrosive paste & jointing materials and compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture- proof. |
| 185 | Design, Supply, Installation, Testing and Commissioning of 25M high Hot dip galvanized High Mast type symmetric lighting tower complete with all relevant accessories as per Technical Specification.(a) Supply of above High Mast Tower |
| 186 | (b) Installation & commissioning of above High Mast Tower |
| 187 | Supply, Installation, Testing and commissioning of wirelessly or remotely controlled dimmable energy efficient smart LED flood light luminaries (400W) as a complete set on existing High Mast carriage including controller/ CCMS panel box and all other required accessories for each group as a whole for achieving a minimum illumination of 25 lux in 50 mtr. radius. This is inclusive of supply of all LED luminaires (12 x 400W LED flood light) to be installed on a High Mast and all other required accessories. Also, necessary hardware & software, as required, for integrating with existing smart light system is to be provided as per scope. |
| 188 | Supply, Installation, Testing and Commissioning of LED type Aviation obstruction luminaries:(a) Supply of above Aviation light. |
| 189 | (b) Installation, Testing and Commissioning of above Aviation light. |
| 190 | Supply, Installation, Testing and Commissioning of Feeder Pillar Box [Type-III] as technical specification:(a) Supply of above Feeder Pillar Box |
| 191 | (b) Installation, Testing and Commissioning of above pillar box. |
| 192 | Supply, Installation, Testing and Commissioning of high bay 70W LED light with all accessories as per Technical Specification. |
| 193 | Providing 2.5 meter Rail guard around each high mast tower and associated feeder pillar box by fencing the area with the rail, up to a height of 1.5 meter above ground level with suitable foundation for protection from incurring any damaged from a vehicle. 12 nos. such rail guard having 1.5 meter height above ground level are to be erected per set covering approx. 4m x 4m. area around High Mast Tower. |
| 194 | Construction of shallow foundation with M20 grade concrete for 25M High Mast considering the safe soil bearing capacity at site with materials and labour as per Technical Specifications. (Presence of concrete structure/old steel structure/ hard & rockey material below/on the surface area may be taken into account for foundation excavation work of High Mast Tower at site.) |
| 195 | Supply & delivery of 11 Metres Long GI Steel tubular single arm Pole of type 410 SP 30 as per IS: 2713 or amended latest [2.7mt (D-114.3mm / Thickness- 3.65mm)- 2.7mts (D 139.7/Thickness4.5mm)- 5.6Mts (D-165.1/Thickness-5.4mm)]. |
| 196 | Installation of above pole with/without sole plate & Cap etc. in CC foundation (Proportion and dimension indicated below), having 600x600x150 mm thickCC (4:2:1) base block below sole plate/ pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts. above ground level including 3 mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole from Store to work-site including filling up the excavated earth pit with shifted soil and ramming properly and S & F of 2x2.5 sq. mm. + 1x1.5 sq. mm. single core stranded PVC insulated Cu wire for connection from LILO(Loop-In-Loop-Out) box to luminaries incld. finishing etc. complete in all respect. All the poles shall be properly earthed with spike electrodes of 1.5 mtr length incld. S & F of GI Spike Electrode and S & F of 8 SWG GI Earth wire of suitable length. |
| 197 | Supply, installation, testing & commissioning of indivisually wirelessly controlled dimmable smart LED street light luminarie (200W) as per technical specification including indivisual contoller and all required accessories. Also, necessary hardware & software, as required, for integrating with existing smart light system is to be provided as per scope. |
| 198 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts,double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level with treatment of soil by using salt & charcoal or coke. |
| 199 | Extra for providing masonry enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement mortar (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer ncluding drilling holes on the GI pipe |
| 200 | Extra for connecting the neutral of Transformer/Earth busbar to earth electrode including S & F 50 mm x 6 mm Galvanized (Hot Dip) steel strip on wall/floor with GI saddles & insulating the same by one layer of PVC strip over one layer of ampere tape |
| 201 | Connecting the equipments body to earth busbar including S & F 25 mm x 6 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. |
| 202 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages [Solid GI wire, 8 SWG] |
| 203 | Supply, Installation, Testing and Commissioning of Feeder Pillar Box [Type-I] as technical specification:(a) Supply of above Feeder Pillar Box |
| 204 | (b) Installation, Testing and Commissioning of above pillar box. |
| 205 | Supplying and fixing double door Horizontal TPN MCB Distribution board ( 4 way) with IP-42/43 protection, along with 415 V 63 A TPN MCB of Breaking capacity 10kA & C type MCB Incomer, 12 no. 6-32 A, 240 volt, SP 10kA & C type MCB as outgoing concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. |
| 206 | Supplying and fixing double-door SPN MCB Distribution Board (2+4 way) with IP-42/43 protection, along with 1 no. 32 A SPN MCB of Breaking capacity 10kA & C type MCB Incomer, 4 no. 6-32 A SP MCB,concealed in wall after cutting the wall & mending good the damages to original finish incl. inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. |
| 207 | Distribution wiring from main DB to sub DB /SDB to SB /starter/16A plug point in 1.1KV single core stranded 'FRLS' PVC insulated & unsheathed copper wire of size 2x56/0.3 (4 sqmm) + 1x36/0.3 (2.5 sqmm) in suitable size PVC rigid conduit pipe (incd. S & F of PVC rigid conduit incl. necessary fittings as required) embedded in wall/ceiling/floor duly concealed after cutting and mending good the damages to original finish. |
| 208 | Distribution wiring from SDB to 6A plug point in 1.1KV single core stranded 'FRLS' PVC insulated & unsheathed copper wire of size 2x56/0.3 (2.5 sqmm) + 1x36/0.3 (1.5 sqmm) in suitable size PVC rigid conduit pipe (incd. S & F of PVC rigid conduit incl. necessary fittings as required) embedded in wall/ceiling/floor duly concealed after cutting and mending good the damages to original finish. |
| 209 | Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FRLS' PVC insulated & unsheathed copper wire with 1x22/0.3 (1.5 sqmm) single core stranded 'FRLS' PVC insulated & unsheathed copper wire for ECC, in suitable size of PVC rigid conduit pipe (incd. S & F) complete with all accessories, embedded in wall/ceiling incl. necessary fittings, S&F ceiling rose , Holder etc., as required, and to light , fan points with Modular type switch fixed on Modular GI switch board providing neutral link in S.B with top cover plate flushed in wall/partition incl. mending good damages to original finish (incld. S & F of modular switch, top cover, GI board etc. including all accessories complete in all respect) (Average run 5 mtr.) (Single switch single utility) |
| 210 | Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FRLS' PVC insulated & unsheathed copper wire with 1x22/0.3 (1.5 sqmm) single core stranded 'FRLS' PVC insulated & unsheathed copper wire for ECC, in suitable size of PVC rigid conduit pipe (incd. S & F) complete with all accessories, embedded in wall/ceiling incl. necessary fittings to 240V 6A 5pin plug socket incld. S&F 240V 6A 5 pin modular plug socket with Modular type switch fixed on Modular GI switch board providing neutral link in S.B with top cover plate flushed in wall/partition incl. mending good damages to original finish (On Board). |
| 211 | Supply & Fixing 240 V, 16 A, 5 pin Modular type plug socket with 16A Modular type switch, without plug top on 4 Module GI Modular type switch board with top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 212 | Supply & Fixing 240 V, 6A, 5 pin Modular type plug socket, with switch and plug top, on 4 Module GI Modular type switch board with top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 213 | Supply & Fixing 240V, Modular Socket (2 Module) type fan regulator (Step type) on existing Modular GI switch board with top cover plate incl. making necy. connections etc. |
| 214 | Supplying & fixing timer DB with time switch & 6-32A DP MCB for outdoor station lighting including suitable contactor & all accessories complete in all respect by concealing and mending good damages to orgonal. |
| 215 | Supply & Fixing of 40 W LED Batten luminaire for indoor application including LED lamps, Driver, internal surge protection, electronic components in pre wired condition with all accessories as per site condition. Luminaire is made up of aluminium channel housing with milky white diffuser. Lumen output of the fittings is 4800 lumens CCT of 6500 deg k ( +/- 500 deg K ) with input power supply of 220-240V, 1 phase, 50Hz AC. Luminaire is IP 20 protected. Luminaire & Driver units are to be BIS approved. |
| 216 | Supply, Installation, Testing & Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 217 | Supply and delivery at site of 12 inch. (300 mm) sweep Exhaust Fan with aluminum die cast body (min 900 RPM). |
| 218 | Fixing of exhaust fan after making a hole in the wall and making good damages and smooth cement finish etc. as required and providing necy. Length of PVC insulated copper wire for making the connection for 12 inches (300 mm) sweep Exhaust Fan. |
| 219 | Supply & delivery of 2 Ton ∓10% Split, Inverter type room air conditioner as per technical specification. |
| 220 | Installation & commissioning of above 2 Ton∓10% Split, Inverter type room air conditioner with outdoor support. |
| 221 | Supply & Fixing 240 V, 25 A, Modular type starter with 25A Modular switch type SP MCB (CCurve) and 4 Module GI Modular type switch board with 4 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. |
| 222 | Supply & installation of M.S. Bracket for holding ODUs for split, inverter type AC. |
| 223 | Supply and fixing Copper refrigerant pipes ( both suction & discharge) with 9mm thick nitrile rubber insulation exceeding 3 mtr. for each split AC. |
| 224 | Supply & fixing of flexible Water drainage pipe. |
| 225 | Supply & laying of 4C 2.5 sq. mm. round CTS PVC insulated electric Copper wire. |
| 226 | Supply & fixing 16 A plug top for AC Machines. |
| 227 | Supply, Installation, Testing & Commissioning of one no. lift (capacity of 10 passengers) as per technical specification. |
| 228 | Buy back of existing SMPK portion of HT Panel, LT Panel, Transformers, capacitor bank & HT cables (from HT panel to transformer) of D- Berth substation. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender