Tender For Remaining Construction Of Ews, Lig Houses As Per Modal No. 04A(I) Cmjay 2015 At Khasra No. 827/650, Village - Chokha, Jodhpur (Part 3)
Tender Value
3.03 Crore
Estimated cost
Bid Submission
16 Sep 2026
23 days left
EMD
6.07 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Remaining Construction Of Ews, Lig Houses As Per Modal No. 04A(I) Cmjay 2015 At Khasra No. 827/650, Village - Chokha, Jodhpur (Part 3)
BOQ
| Sl. No. | Item Description |
| 1 | P & F IP -65 protected integral flood light luminaire suitable for HPSV/ Metal halide lamp comprising of powder coated die cast aluminium housing, electrochemically brightened and anodized stippled aluminium reflector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral control gear box having copper ballast, capacitor, electronic ignitor prewired with pvc insulated copper conductor up to terminal block including making connection testing etc. as required. (with out lamp) |
| 2 | 1 X 150 Watt |
| 3 | P & F Normal / High Output High pressure sodium vapour/ Metal halide / Halogen lamp as required. |
| 4 | Metal halide lamp single ended tubular |
| 5 | 150 Watt |
| 6 | Supply and erection of M S swaged tubular pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate in position including excavation of the pit and filling the same withC.C. of M-20 grade (1:1.5:3) from base plate to 50 cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals , cable entry, GI cable sleeve complete as required. The pole shall be fabricated by using ISI mark tube for structural purpose of following height & designation. ( See Table E - 09 for specs. ) |
| 7 | 7.5 Mtr. ( 410 SP - 5 ) |
| 8 | Providing and fixing of IP 65 protectd Polycarbonate / Polysterene fuse box moulded with inside knock outs of following size with hinged cover, transparent window, PU gasket, locking arrangement, duly holded with 2 nos. pole clamps of 20 mm x 3 mm flat with nut and bolts, complete with The box shall be provided with Din rail, 4 / 8 way 10.0 / 16.0 sq.mm heavy duty connector, earth terminal, completein all respect. |
| 9 | 125 mm X 200 mm X 122 mm |
| 10 | S & F of Street light bracket made out from following size of ’ B ’ class GI pipe with heavy duty pole clamp, Saddles suitable fastners etc. as required. |
| 11 | 40 mm Dia. |
| 12 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including makingconnections etc. as required. |
| 13 | 2 x 2.5 sq.mm |
| 14 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. |
| 15 | Single pole MCB |
| 16 | 6 A to 32 A rating |
| 17 | P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refillingearth,compaction of earth, making necessary connection, testing etc. as required of size. |
| 18 | 10.0 Sq.mm |
| 19 | 4 core |
| 20 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. |
| 21 | 4 x 10.0 sq.mm |
| 22 | P & F of IP 55 protected light controlled switch based on infrared sensing and daylight with built in over load protection, timer to switch OFF at preselected time. Switch shall have 7 day power backup without hampering of preset time and over ride facility for maintenance purpose |
| 23 | Suitable for 15 kw load (three phase) including contactor, MCB, cable glands, terminal block and locking arrangement |
| 24 | Jelly filled armoured (PIJF) Armoured telephone cable including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. |
| 25 | 20 pair |
| 26 | 100 pair |
| 27 | P & F Krone module with base frame in the recess / surface made out of 16 SWG sheet steel box, front openable, having locking arrangements duly powder painted.,including dressing, ferruling and punching of telephone cable with krone tool etc. as required. |
| 28 | 20 Pairs |
| 29 | 100 Pairs |
| 30 | P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. |
| 31 | 95.0 Sq.mm |
| 32 | 3.5 core |
| 33 | 6.0 Sq.mm |
| 34 | 2 core (Unarmoured) |
| 35 | 10.0 Sq.mm |
| 36 | 2 core |
| 37 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. |
| 38 | 2 x 6.0 sq.mm |
| 39 | 2 x 10.0 sq.mm |
| 40 | 3 x 185.0 sq.mm |
| 41 | Supply and installation of spike of M.S. rod 20mm dia 3.0mtr. long for earthing of (tower/pole) drive into earth by mechnical means sturcture connection the spike with cross arm top hamper PCC pole, lattics tower to earth etc. complete as per technical specification of DISCOM |
| 42 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. |
| 43 | 6 SWG G.I. ( Hot Dipped ) Wire |
| 44 | SITC of wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel made out of CRCA sheet , required hardware ,duly treated for derusting in 7 tank process with dephosphating and with powder coating on both side of panel in desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness , separate detachable gland plate M.S. base channel ,hinged door with locking arrangement for equipment/switchgear . Thickness of sheet shall not be less than 1.6 mm up to 600 mm length / width of any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base M.S. channel if required . Side walls and cable alley compartments having bolted type doors with / without detachable extension type structure. (only outer area on all sides shall be measured & panel to be fabricated from CPRI approved fabricator) |
| 45 | Supplying and fixing of Aluminium / Copper bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. |
| 46 | Electrolytic grade Aluminium bus bar |
| 47 | SITC of quick make and quick break 3 pole current limiting MCCB having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings and conforming to IS 60947-2 / IEC 60947-2 with front face and centralised adjustable, line load interchangeability, having positive isolation capability, provision for UVR , shunt trip , earth fault trip, push ( test ) to trip, including making connections with lugs / spreaders, etc. as required. |
| 48 | With Thermal Magnetic release |
| 49 | up to 100 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu |
| 50 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. |
| 51 | Double pole MCB |
| 52 | 40 A 63 A rating |
| 53 | Supply and erection of P.C.C./R.C.C. pole as per REC manual no 15/1979 conforming to IS: 2905/1966 as per requirement of sec3 in alignment, including excavation of pit and back filling with stone aggregate/boulders and soil in 0.45m consolidating each deposited layer of 0.45m by ramming and watering etc complete in all respect. |
| 54 | 9.0 Mtr long (200 Kg ) as per Discom specification |
| 55 | Supply and fixing double pole structure for 11/0.4 Kv substation as per Discom specification complete in all respect as required including nuts and bolts etc (excluding the cost of poles) made of MS channel of 4 nos 100 x 50 x 6mm and 4 nos 75 x 40 x 6mm and MS flat 50 x 6mm as per Discom specifications. |
| 56 | Supply and fixing 100 Amp, 11kV Horn gap fuse set IS 9385 on existing DP structure with 6 nos 24kV/22kV post insulator (IS:5350 part III), hot dipped hard ware,fuse wire of required size etc. complete in all respect as per specification given by Discom. (Type tested by ERDA/CPRI) |
| 57 | Supply and fixing of 11kV, 400 Amp 3pole, central pot rotating double break type isolator (IS:9921 part I toV) without earth blade operating mechanism with GI spring loaded reverse loop type fixed contact, solid hard drawn electolytic copper tubular moving contact with silver/ nickel plated at end points, 9 nos post insulator of 12 kV (IS:2554 & IS 5350 part III), hot dipped galvanising hard ware, nut, bolts etc complete in all respect as per specification of Discom.( Type tested by ERDA/CPRI.) |
| 58 | Supply and fixing of 'V' type cross arms made of MS channel on the existing poles complete including all necessary nut and bolt etc with clamps as per Discom specification. |
| 59 | 11kV cross arms (75 x 40 x 6.8 kg/mtr) |
| 60 | Supply and fixing of top hamper on the existing pole complete including nut bolts etc as required. |
| 61 | Vertical type |
| 62 | 11 kV (.7m long) (65 x 65 x6mm angle) |
| 63 | Supplying and drawing overhead steel core Aluminium conductor (ACSR) ISI marked(IS 398 part II-1996) on existing cross arms through insulator with all necessary T&P required including binding and twisting etc. complete in all respect as required as per Discom specification. |
| 64 | 50 Sqmm of (6+1) 3.35 mm (Rabbit) |
| 65 | Supply and fixing of Cross arms made out from 100 x 50 x 5 mm MS channel complete in all respect as required including nuts and bolts and clamp as per Discom specification etc as required. |
| 66 | 2 x 1.3 m long |
| 67 | Supply and fixing of 50 x 6mm MS strip having two holes of 5/8\\" dia with cut for providing 6/8 SWG GI wire. |
| 68 | 100 mm long |
| 69 | Supply and fixing 11kV pin insulator( IS 731/ 1971) with minimum creepage distance of 300mm on existing bracket including all accessories like hot dipped GI spindle and nuts etc (as per specificationof Discom). |
| 70 | Supply and fixing 11kV Disc insulator (IS 731/ 1971) with minimum creepage distance of 300mm on existing bracket including all accessories like hot dipped GI spindle and nuts etc (as per specificationof Discom). |
| 71 | B & S type hardware 45 KN |
| 72 | B & S disc insulator 45 KN |
| 73 | Supply and fixing of pilot patti made from MS flat ( as per specification of Discom) and suitable for PCC pole (50 x 6mm)/ R.S. joist ( 50 x 6mm). |
| 74 | Supplying and fixing of straight type 1.5 mtr long cross arms made out from MS angle of size 50 x 50 x 6mm for guarding on existing poles complete including 2 nos 150mm long MS flat of size 50 x 6mm bend into shape at both the ends duly welded clamps, nut and bolt etc as required. |
| 75 | Supply and fixing of piller box made of 2 mm thick powder coated CRCA sheet of 415 volts 3 phase 4 wire triple pole and neutral type, complete in all respect as required. Including knife switch of 400 amp. rating , HRC fuses with copper one piece U contacts base, brass studs and nuts, copper busbar for main and interconnection, MS angle frame of 50 x 50 x 6 mm grouted with C.C. of M-10 grade to achieve the height of 1.5 feet above the road level suitable for four outgoing. |
| 76 | P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. |
| 77 | 185.0 Sq.mm |
| 78 | 3.5 core |
| 79 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. |
| 80 | 3.5 x 185.0 sq.mm |
| 81 | Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4] |
| 82 | Construction of rockfill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibrato |
| 83 | Providing and laying granular sub-base material having P.I.not more than 4, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400- 1, 400-2 : For grading-I with CBR value not less than 30. to attain 100% proctor density. |
| 84 | Providing, laying, spreading and compacting stone aggregate of as per table 400-10 and 400-11 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 404) by mechanical mean with lead up to 1 Km. |
| 85 | Extra rate for carriage of mixed material additional lead from :- 2nd KM to 10th KM |
| 86 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 4 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface ) |
| 87 | Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503,112 ( Including cleaning of Road Surface ) |
| 88 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-23, heating bituminous binder @ 14.4 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 Km.[MORTH Specification : Clause 511,112] In approved Hot Mix Plant as per clause 4.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen. C) with VG-10 bitumen |
| 89 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513 Laying by Mechnical Means Type B - Premixed in in approved HMP as per clause 4.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.34 mm to 180 micron @ 0.04 Cum per 10 Sqm and bitumen binder (VG- 10 grade) @ 4.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage for 1 Km. lead. |
| 90 | Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4. |
| 91 | Providing and fixing of Precast concrete interlocking blocks of manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS : 4717-2001. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lift, lifts & taxes general specifications of blocks. a) 40mm thick. |
| 92 | Providing and laying granular sub-base material having P.I.not more than 4, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-I with CBR value not less than 30. to attain 100% proctor density. |
| 93 | 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 blening to be as per Table 400-1, 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 as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 401. |
| 94 | Providing and laying Plain cement concrete M15 mix with stone aggregate20mm nominal size mechnically mixed and vibrated, in superstucture upto 4 metre above 1.5 metre level from Bed/Ground level.[MoRTH Specification: Clause 1000/1700] |
| 95 | Painting lines, dashes, arrows, etc. on roads in two or more coats on new work with ready mixed road marking paint conforming to IS: 144 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per MORTH specifications Cl. 803. Over 10 Cm in width |
| 96 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. |
| 97 | In all types soils such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 98 | upto 1.5 m deep |
| 99 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material,labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 100 | (a) 90 mm dia |
| 101 | (b) 110 mm dia |
| 102 | (c) 180mm dia |
| 103 | Providing, lowering, laying in trenches,aligning, fixing in position and jointing ISImarked uPVC pipe fittings/ accessories ofclass III (6 Kg/sqcm) suitable for potablewater with rubber rings joints in uPVC pipepipe line at all levels/ depth including allmaterial, labour, hydraulic testing andcommissioning as per TechnicalSpecifications and as per direction ofEngineer. |
| 104 | Double/Single socketed 90 degree long bend (single piece weldedwith socket)90 mm dia |
| 105 | Double/Single socketed 90 degree long bend (single piece weldedwith socket)110 mm dia |
| 106 | Double/Single socketed 90 degree long bend (single piece weldedwith socket)180 mm dia |
| 107 | Providing, lowering, laying, alinging, fixing inposition in pipe line , manually operatedResilient Seated D/F Sluice valves ofapproved make & design standard PN 1.0class of following dia complete (includingjointing & jointing material ) including allmaterial, labour, testing and commissioningalong with pipe line as per TechnicalSpecification & as per direction of Engineer. |
| 108 | 200 mm dia |
| 109 | Providing, lowering, laying, aligning, fixing inposition and jointing in pipe line KineticDouble Air Valves as per IS:14845 offollowing dia (including jointing and jointingmaterial), including all material, labour,testing and commissioning as per TechnicalSpecifications and as per direction ofEngineer. |
| 110 | Category \\"A\\" Make: (Kirloskar Bros. Ltd.,Indian Valve Co. (IVC), Fouress EngineersPvt. Ltd., VAG) |
| 111 | 80 mm dia |
| 112 | Construction of Valve chambers in all typesof soil with stone masonry in CM (1:6) ,PCC of M15 in foundation, 20mm thickinside and outside plastering with CM (1:4)and slab with M25 in peices includingearthwork,refilling,fixing ( with an insertionhole of 50mm) for class- AA loading etc., asper drawing and Specifications, complete. |
| 113 | For Valves |
| 114 | Remaining work of Construction of RCC INTZE type Over Head Service Reservoir of followingcapacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection, all labour and material charges including providing and fixing of accessories such as ladder, manhole frame and covers, water level indicator (float type), ventilator with SS scren, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, food grade epoxy paint to internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr and any other work related to structure as per the directions of Engineer-in-Charge, Technical Specification and Scope of Work. And Includes the cost of pipes, specials and valve required for inlet, outlet, washout, overflow and bypass arrangement.(Design, Build & Construction of Over Head Service Reservoir, Capacity 150 KLD ) |
| 115 | Construction of RCC Circular Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab / dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff, all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including dome, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. And Includes the cost of pipes, specials and valves required for inlet, outlet, washout, overflow arrangement.(Design, Build & Construction of Clear Water Reservoir including pump house to lift water from CWR to OHSR, Capacity 175 KLD) |
| 116 | Providing and fixing Barricading at site of work forrestricting the general public using 80-100 mm diaWooden Ballies as vertical post with average spacingof 1.80 meter between two vertical posts, havingheight at least 1.5 m above road/ ground level and atleast 30-45 cm below road/ ground level by makingsuitable size hole in road/ ground, providing and fixingtwo rows of 80-100 mm Wooden Ballies as horizontalmembers with jute russies. Both vertical and horizontalmembers shall be painted in red and white colour stripsas per approved pattern as and when it becomes shabbybut at least after every alternate shifting at newlocation. After shifting/ removal of barricading holesshall be filled up properly and site is to be cleared inall respect. (Note: measurement is to be done in linearbasis) |
| 117 | Providing Barricading for Trenches using 80 - 100 mmdia Wooden Ballies as vertical post, atleast 1.5m aboveground level and atleast 30-45 cm below ground levelat a spacing of 3 m. Two rows of PVC Tape(preferabley red in colour) strip barricading horizontalstrip securely tied by the vertical members. Verticalmembers shall bepainted in red and white colour. Rate is inclusiveremoval and cleaning of site complete in all respect. |
| 118 | Earth work in excavation in foundation, trenches etc.including dressing of sides and ramming of bottoms,including getting out the excavated material, refillingafter laying pipe/ foundation and disposal of surplusexcavated material at a lead upto 50m suitable site asper direction of Engineer for following depths, belownaturalground / Road top level. |
| 119 | In all types soils such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc. |
| 120 | >1.5m and upto3.0m deep |
| 121 | In ordinary rock. |
| 122 | upto 1.5 m deep |
| 123 | >1.5m and upto3.0m deep |
| 124 | In Hard Rock( Blasting Prohobited) |
| 125 | upto 1.5 m deep |
| 126 | >1.5m and upto3.0m deep |
| 127 | Carriage of Materials by mechanical transportincluding loading, unloading and stacking :Earth |
| 128 | For lead upto 1 KM |
| 129 | For lead upto 2 KM |
| 130 | For lead upto 3 KM |
| 131 | Providing and fixing OPEN timbering in foundation,trenches etc at all depth including strutting, shoringand packing cavities (wherever required) complete. |
| 132 | Providing at site, lowering & laying in trenches,aligning & jointing of RCC pipes NP3 class (with s/sends) IS: 458 - 1988 (amended up to date) marked andpipes from 300 mm upto 2000 mm manufacturedthrough vertical casting process all levels with Rubbergaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets lubricants) as perdrawing, sectional testing of the sewer pipe line(including cost and conveyance of water to site) etc.,complete as directed by Engineer.Note : E/w to be measured and paid separately |
| 133 | RCC NP-4 Pipes |
| 134 | 150 mm internal diameter |
| 135 | 200 mm internal diameter |
| 136 | BEDDINGS |
| 137 | Providing granular bedding having width = outer dia ofpipe (Bc) + 500mm, thickness below pipe = 0.25Bc or100mm (whichever is higher) and haunching = 0.5Bc,with graded hard crusher broken stone of 100%passing through 20mm sheive, 20 to 50 % passingthrough 10mm sheive and 100 % retain on 6.3mmsheive, laying inlayers of thickness 10/15cm including ramming,consolidation etc complete for all type of pipes offollowing sizes as per drawing and or as directed byEngineer. |
| 138 | 150 mm diameter |
| 139 | 200 mm diameter |
| 140 | MANHOLES |
| 141 | Construction of Shallow Manhole (0.60 to 1.0 mdepth) with internal dia 560mm and depth upto1000mm with 150 mm thick PCC M10 in foundation,75mm thick PCC M15 flooring in slope 1:12, 230mmthick brick masonry in CM (1:4), 20mm thick insideand outside plastering with CM (1:3), inside plasterfinished with neat coat of cement, with 560mm diamanhole frame and SFRC cover with double seal CIFrame embedded in 200mm thick PCC M20 gradeconcrete, refilling of Jhiri with watering and rammingcomplete as per approved drawing and/or directed byEngineer.Note : Only Excavation work will bemeasured and paid separately. With brick masonrywall 230mm thick (At av. Depth 0.6 meter (0.6 m to1.00m) |
| 142 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.0m andup to specified depth having pre-cast RCC M-40 gradeconical piece 0.69m top dia, 1.0m bottom dia, 0.72mtotal height (0.431m cone height), 125mm wallthickness with inbuilt manhole cover frame on top andcircular ring on bottom, required no of pre-cast RCCM-40 grade circular ring of dia 1.0m, height 300/ 225/150mm and wall thickness 125mm includingconcreting PCC M-10 grade (1:4:8) for 150mm thick,1.2m dia foundation, PCC M20 for 1.1m dia benchingand channel portion and up to top level of sewer pipeetc complete with curing compaction and form work,supplying and fixing heavy duty SFRC manhole coveras per IS 12592 (Part I and II) complete in all respectincluding shuttering, reinforcement steel, testing forwater tightness and fixing ferro-cement foot stepscomplete in all respect (including the cost of manholecover and frame) as per specification and the directionof the Engineer.(Note:- Excavation of earth work and road cutting formanhole will be measured and paid separately) |
| 143 | Pre-cast RCC M-40 grade circular manholes 0.72 mdeep to invert with pre-cast conical piece, 1 no pre-castcircular ring, Cast-in-situ PCC M-10 grade foundation,PCC M15 grade benching and channel portion |
| 144 | Providing and fixing pre-cast RCC M-40 grade circularring of dia 1.0m, height 300/225/150mm forconstructing extra depth of manhole for depth beyond0.72m as per drawing and direction of Engineer. |
| 145 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.20m andup to specified depth having pre-cast RCC M-40 gradeconical piece 0.69m top dia, 1.2m bottom dia, 0.92mtotal height (0.631m cone height), 125mm wallthickness with inbuilt manhole cover frame on top andcircular ringon bottom, required no of pre-cast RCCM-40 grade circular ring of dia 1.2m, height 300/ 225/150mm and wall thickness 125mm includingconcreting PCC M-10 grade (1:4:8) for 150mm thick,1.4m dia foundation, PCC M20 for 1.3m dia benchingand channel portion and up to top level of sewer pipeetc complete with curing compaction and form work,supplying and fixing heavy duty SFRC manhole coveras per IS 12592 (Part I and II) complete in all respectincluding shuttering, reinforcement steel, testing forwater tightness and fixing ferro-cement foot stepscomplete in all respect (including the cost of manholecover and frame) as per specification and the directionof the Engineer.(Note:- Excavation of earth work androad cutting for manhole will be measured and paidseparately) |
| 146 | Pre-cast RCC M-40 grade circular manholes 0.92 mtrdeep to invert with pre-cast conical piece, 1 no pre-castcircular ring, Cast-in-situ PCC M-10 grade foundation,PCC M15 grade benching and channel portion |
| 147 | Providing and fixing pre-cast RCC M-40 grade circularring of dia 1.2m, height 300/225/150mm forconstructing extra depth of manhole for depth beyond0.92m as per drawing and direction of Engineer. |
| 148 | Providing PVC-U pipes as per IS 15328 dropconnection externally for depth from 0.60 m and upto1.0 m drop from branch sewer line to main sewermanhole or vise versa including inspection andcleaning eye, PVC-U drop pipe and bend encasedaround with cement concrete M15 with all form work,cutting holes in walls and makinggood with brick/ stone masonry work in cement sandmortar 1:4 plastered with cement sand mortar 1:3 withstiff cement mortar 1:1 around PVC-U pipe in masonrywall, making required channels complete as perstandard design and specifications and/ or as thedirected of the Engineer: |
| 149 | (i) 160 mm dia |
| 150 | Construction of road side inspection chamber of\\"Type-A\\" with internal dia 450mm and depth of900mm with 200 mm thick PCC M10 in foundation,75mm thick PCC M15 flooring in slop, 230mm thickbrick masonry/ RR stone masonry in CM (1:4), 20mmthick inside and outside plastering with CM (1:3),inside plaster finished with neat coat of cement, with560mm dia SFRC MD manhole frame and coverembedded in 200mm thick PCC M20 grade concrete, refilling of Jhiri with watering and ramming includingfixing 2 Nos. 110 OD uPVC pipe pieces (stiffnessclass SN 8) as per IS 15328 and plugging the same etccomplete as per approved drawing and/or directed byEngineer. Note : Only Excavation work will bemeasured and paid separately |
| 151 | With RR stone masonry wall 300mm thick |
| 152 | Providing at site, lowering & laying in trenches,aligning & jointing of PVC-U pipes (SN 8) as per IS15328 (amended up to date) and as per specificationswith rubber rings with socket and spigot joint ,(EPDM/SBR) for all depths for pipe length as perdrawing and specification including hydraulic fieldtesting and commissioning etccomplete as directed by Engineer. Note : E/w to bemeasured and paid separately. |
| 153 | 110 mm Nominal Dia |
| 154 | Construction of Sewerage Treatement Plant, Complete Design & Engineering, Supply, Installation, Testing & Commissioning of 550 KLD SBR based STP including Civil contruction, Mechanical equipments, internal piping & valves Electrical work, Instrumentation, PLC Automation, Trial Run, Performance Guarantee, operator training and O&M Mannual, complete job as per TechnicalSpecifications and as per direction of Engineer |
| 155 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 156 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level IS 456-2000: 1:3:6 (1Cement :3 Course Sand :6 Graded stoneaggregate 20 mm nominal size |
| 157 | Rough chisel dressed stone flooring over 20mm (Av.) thick base in CM 1:6 including pointing with cement mortar 1:2 (1-Cement:2-stone dust) with and admixture of pigment to match the shade ofstone with joint thickness upto 15 mm: 35mm thick white sand stone |
| 158 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 159 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size (Crusher Broken) |
| 160 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1-Cement:6-Sand). |
| 161 | Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls IS 1597 (Part-I) 1992 in : Cement Mortar 1:6 (1-Cement:6-Sand). |
| 162 | Pointing on stone masonary in cement sand mortar 1:3 (1-Cement:3-Sand) : Deep grooved pointing |
| 163 | Extra for facing as per design and detailed specifications IS 1597 (Part-II) 1992 including additional cost of stones over item No. 6.1 &6.2 for : Course rubble facing First Sort. |
| 164 | Extra for facing as per design and detailed specifications IS 1597 (Part-II) 1992 including additional cost of stones over item No. 6.1 &6.2 for : Course rubble facing First Sort. Course rubble facing Second Sort. |
| 165 | Add extra for rock facing using Jodhpur white sand stone with porper projection and chisal dressing of edges of stone 2 line dressing for building corners,jambs including uniform joints. |
| 166 | Providing and laying Chequerred plain cement concrete embossed specially manufactured non-slipping tiles of approved make 20 mm thick laid on 20 mm thick bed of cement mortar 1:6 jointed with neat cement slurry complete. |
| 167 | Add extra for chequerred coloured plain cement concrete or specially manufactured non-slipping tiles of approved make 20 mm thick. |
| 168 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Three or more coats). |
| 169 | Supply & Stacking good earth at sitecomplete including loading unloading and transportation etc. |
| 170 | Supply of dry manure including loading unloading, transportation & stacking at site. Goat dungmanure |
| 171 | Spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately) |
| 172 | Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc. complete fine finish : 20 mm thick. |
| 173 | Supply and fixing Jodhpur sand stone Machine cut Dash, Coping,sill,lintel fixed in cement sand mortar 1:4 9 cm (3.5\\") thick |
| 174 | Laying of lawns including plugging leveling breaking of clods maturing & removal of stones etc. (Cost of manure or extra good earth to be paid separately) Maintenance of lawns for 30 days sor more till the grass forms a thick lawns free from weeds & fit for mowing in the duration of planting if lawn die some where the contractor will replant it at his own cost.In rows 15 Cms. apart in either direction |
| 175 | Supply of different varieties of Bougainvillea in poly bags/earthen pots according to height growth and age of plant at site including loading/ unloading and transportation etc. complete.Local variety ofBougainvillea 600mm to 900mm. |
| 176 | Supply of different varieties of tree / shrubs / climbers according to height and age of the plant at site including loading/unloading and transportation etc. complete.Different flowing plant 900mm to 1500mm. |
| 177 | Supply of Insecticides & Pesticides at store in dust/ liquid form complete. Methyl Prathion 2% |
| 178 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. |
| 179 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Hard Rock (Blasting Prohibited) useful material 30%. |
| 180 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 181 | Providing and injection Chloropyrifous Emulsifiable concentrate 20 % with 1 % concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III and amended from time to time and creating a continous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment.) |
| 182 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level IS 456-2000: 1:3:6 (1Cement :3 Course Sand :6 Graded stone aggregate 40 mm nominal size (Crusher Broken) |
| 183 | Providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. All work up to plinth level IS 456-2000: 1:1.5:3 (1- Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) |
| 184 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement IS 456-2000: 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size). |
| 185 | Providing and fabricating reinforcement forR.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Hot rolled deformed bars (IS: 1139) |
| 186 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. |
| 187 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for: Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. |
| 188 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall IS 1597 (Part-I) 1992 in :Cement Mortar 1:6 (1-Cement:6-Sand). |
| 189 | Half brick masonry in foundation & plinth using bricks of designation 75 with nominal hoop rainforsed (2 Nos. 6mm MS bar) at every fourth course in for hoop rainforcement 1Sqm. 6mm MS bar. Cement mortar 1:6 (1-Cement:6-coarse sand). |
| 190 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 12 mm thick. |
| 191 | 6mm cement plaster to ceiling of mix 1:3 (1 Cement : 3 fine sand) |
| 192 | Colour washing of all shades to give an even shade including all scaffolding IS 6278-1971 : New work (two or more coats) with a base coat of white washing with lime. |
| 193 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Three or more coats). |
| 194 | Providing Cement based water proofing treatment to RCC Roof with brick bats in CM 1:4 (1-Cement:4-Sand) the under layer beihg 20 mm thick bed plaster of cement sand mortar 1:6 and a neat cement sand mortar plaster of mix 1:4 with neat cement punning including adding of water proofing compound at all stages at 2 % of weight of cement including curing etc. complete in all respect. The various stages of exceeding the above mentioned item of work are as given below.1- Cleaning of RCC roof and applying of neat cement slurry over the roof at the rate 3.00 kg. Of cement per Sqm of area mixed with water proofing compound. Thickness of layer be1.50 mm.2- Plastering the base with 20 mm thick cement sand plaster of mix 1:6 with water proofing compound.3- Laying of brick bats with 20 mm thick cement mortar 1:4 with water proofing compound.4- Finishing with 20 mm thick cement sand mortar of mix 1:4 mixed with water proofing compound. |
| 195 | Providing and fixing Ist quality standard White Ivory straight edge Glazed Tiles ISI marked [IS:13753] (Kajariya, Jhonson, Somani make etc. ) of size 450mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). |
| 196 | Providing and fixing Ist quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 colour such as white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slsurry including nicely finished joints using water proof joint filler power (Untile or Roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). |
| 197 | Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete : For area of each slab up to 2001 to 5000 Sq. Cm : 25 mm thick slab. |
| 198 | Providing and fixing Granite stone slab mirror polished and machine edge cut in Walls, Pillars, Steps, Shelves, Sills, Counters. Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 jointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing of IS 3316-1974 : Green/Black/Other granite Above 3601 Cm2 Slab |
| 199 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. |
| 200 | Supply and fixing in cement mortar welded hand railing made out of M.S. round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide. |
| 201 | Providing and fixing in cement sand mortar 1:4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry : Size 75x75mm. |
| 202 | Providing and fixing 30mm thick \\"RAJSHRI\\" or eq. BRAND FACTORY MADE SOLID BOTH SIDE PRELAM PANEL PVC DOOR SHUTTERconsisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mmx19mm for stiles top & bottom rails M.S. frame shall have a coat of sheet primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded \\"Rajshri\\" prelim PVC ’C’ channel of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45’ angle on either side forming stiles and 5mm thick 95mm wide Rajshri Prelam PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45’ on the Inner side to from top and bottom rail and 115mm wide Rajshri Prelam PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel, 10mm (5mmx2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail and bottom rail. Pannelling of 5mm thick both side Prelam PVC sheet to be fitted in the M.S. frame welded/sealed to stile and rails with 7mm (5mm+2mm) thickX15mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be struck on the interior side of the ’C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing (For internal shutters). |
| 203 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formaldehye resin, in glue both sides with approved steel fittings complete as per Annexure ‘A’ IS 2202 (Part I & II) 1999/1983. Commercial Veneer both side 30 mm thick shutter |
| 204 | Providing & fixing steel glazed doors, windows and ventilators shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:3:6 (1- Cement:3-coarse sand:6-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required. IS 1038- 1983. windows side hung (Openable) |
| 205 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. |
| 206 | Applying priming coat: With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. |
| 207 | Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade : New steel work (two or more coats). |
| 208 | P & F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS:2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor : Size 530x410 mm. |
| 209 | P & F WVC Foot-rest (IS:2556 Mark) including cutting and making good the floor Size 250 x 125 x 25mm |
| 210 | P & F Low level Flushing Cistern of 10 litres capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall : PVC with PVC bend as per IS : 7231 |
| 211 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 450 mm x 300 mm. |
| 212 | P & F kitchen & Lab Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up to floor level complete including cutting and making good the wall & floor IS 771 (Part-II) -1985. 1.0mm thick salem stainless steel AISI -304 kitchen sink of approved make (Nirali, Neel- Kanth, Jaina, Faber, Cryistal) with large waste coupling. Overall size (inches) Bowl size (inches) Size 18x16x6 16x14x6 |
| 213 | Providing and fixing Polyethylene – Aluminium – Polyethylene (PE-AL-PE) Composite Pressure Pipe U.V. stablised with carbon black conforming to ASTMF – 1282 – 1995 for water supply including trenching and refilling etc. (External Work).(a) 1216 (16 mm OD) pipe |
| 214 | (b) 1620 (20 mm OD) pipe |
| 215 | Providing and fixing Sperior quality ( Jaquar Continental/ Clarion) CP Brass fittings Complete as per direction of Engineer Incharge(a) Pillar Cock 15 mm nominal size |
| 216 | (b) Swan neck pillar cock 15 mm nominal size |
| 217 | (c) Bib Cock with long thread 15 mm nominal size |
| 218 | (d) Angular stop cock with long thread 15 mm nominal size |
| 219 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection 15 mm Brass (IS:8931 marked). |
| 220 | P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over- flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 500 litres capacity. |
| 221 | P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant(a) 110mm dia |
| 222 | (b) 160mm dia |
| 223 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:Coupler (Socket) 110mm dia. |
| 224 | Coupler (Socket) 75mm dia. |
| 225 | Plain Tee 110mm dia. |
| 226 | Plain Tee 75mm dia. |
| 227 | Door Tee 110mm dia. |
| 228 | Door Tee 75mm dia. |
| 229 | Bend 45 110mm dia. |
| 230 | Bend 45 75mm dia. |
| 231 | Door bend (left &right) 110mm dia. |
| 232 | Vent Cowel 110mm dia. |
| 233 | Socket plug 110mm dia. |
| 234 | Door Cap 100mm dia. |
| 235 | Pipe clip 110mm dia. |
| 236 | Pipe clip 75mm dia. |
| 237 | WC connector bent type 110mm dia. |
| 238 | Plain floor trap 110mm dia. |
| 239 | P-Trap 110mm dia. |
| 240 | Ring fitting 110mm dia. |
| 241 | Construction of manhole in all type of soil inner size 90 X 60 Cm. thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring,making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C.flooring , 25 Kg. CI cover with frame of 40mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. Depth upto 0.5mtr |
| 242 | Construction of chamber in all type of soil with300 mm thick masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. -do- size 450 x 450mm upto depth of 0.5m & 15Kg CI cover with frame |
| 243 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make on surface ISI marked ( IS:14927 P - II ) PVC casing capping & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. |
| 244 | (a) Short point (up to 3 mtr.) |
| 245 | (b) Medium point (up to 6 mtr.) |
| 246 | (c) Long point (up to 10 mtr..) |
| 247 | P & F 400 watt switch type dimmer including making connection testing etc. as required. |
| 248 | Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make on surface ISI marked ( IS:14927 P - II ) PVC casing capping & it's accessories, moulded PVC Modular box with earth terminal, 6 A modular switch, 6 A modular socket, Modular plate with grid plate, screws, making connections, testing etc. as required. |
| 249 | (a) On board |
| 250 | (b) Short point (up to 3 mtr.) |
| 251 | (c) Medium point (up to 6 mtr.) |
| 252 | (d) Long point (up to 10 mtr..) |
| 253 | P & F ISI marked flush type double line telephone jack including making connection testing etc. as required. |
| 254 | P & F ISI marked flush type coaxial T.V. socket including making connection testing etc. as required. |
| 255 | P & F ISI marked ding dong/musical chime bell including making connection testing etc. as required. |
| 256 | Supplying and drawing PVC jacketed with annealed bare copper inner conductor & tinned copper conductor shielding foam PE dielectric coaxial cable of approved make in existing surface or recessed conduit/casing capping including making connections as required. RG -66 |
| 257 | Supplying and drawing PVC/ Polythene insulated and PVC sheathed unarmoured/ armoured telephone cable with 0.5 mm dia. Tinned / annealed copper conductor taped &confirming to ITD specification S/WS -113C of approved make in existing surface or recessed conduit/casing capping. Unarmoured Telephone cable in existing surface or recessed conduit/casing capping. 2 Pair |
| 258 | S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall, covering conduit and making good the same asrequired. |
| 259 | 25 mm |
| 260 | 32 mm |
| 261 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. |
| 262 | 2 x 2.5 sq. mm. + 1x1.5sqmm |
| 263 | 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. |
| 264 | Supplying and fixing of power plug point accessories on 18 SWG metal box of size 175 x 100 x 60 mm. on surface or in recessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp. Switch and socket outlet , making connection , testing , etc. as required. |
| 265 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. |
| 266 | Single pole MCB |
| 267 | 6 A to 32 A rating |
| 268 | Triple pole MCB |
| 269 | 40 A 63 A rating |
| 270 | P&F Recessed/ Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link and din bar,masking sheet, conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs , testing etc. as required. |
| 271 | Single door (single phase) |
| 272 | 8 Way |
| 273 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. asrequired. |
| 274 | 8 SWG copper Wire |
| 275 | Provision of construction of RCC under Ground Water Tank 25KL including inlet, out let, over flow, wash out pipes etc. as per approved drawing, (Including Designing and vatting) |
| 276 | Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe:150 mm dia Nominal bore. |
| 277 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.150 mm Nominal Bore. |
| 278 | Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.150 mm Nominal bore of pipe |
| 279 | SITC of ISI mark( IS:8472) self priming monoblock pump set of approved make, TEFC, permanent split capacitor type (PSC), fitted with thermal overload protection, mechanical seal, 1440/1500 RPM, single phase(180 to 240 V). Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively. 0.5 HP, 1-Ø, (6-28)Mtr, (52-12)LPM |
| 280 | Supply and fixing of Oil / Air break Starter panel made out of sheet steel powder coated enclosure comprising of over load protection relay, short circuit & single phasing protection, ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. complete in all respect suitable for following rating motors. For single phase Submersible / Monoblock pump 0.5 HP to 3.0 HP |
| 281 | PE-AL-PE Composite pressure pipes and fittings. Providing and fixing polyethylene Aluminium Polyethylene (PE-AL-PE) Composite Pressure Pipes U.V. stablised with carbon black conforming to ASTMF – 1282 – 1995 for water supply including clamps at one metre spacing cutting and making good the walls etc. (Internal work).Exposed on Walls 1216 (16 mm OD) pipe |
| 282 | Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B' for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make.110mm dia |
| 283 | P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. 50mm dia nominal bore. |
| 284 | PE-AL-PE Composite pressure pipes and fittings. Providing and fixing polyethylene Aluminium Polyethylene (PE-AL-PE) Composite Pressure Pipes U.V. stablised with carbon black conforming to ASTMF – 1282 – 1995 for water supply including clamps at one metre spacing cutting and making good the walls etc. (Internal work). Exposed on Walls 1216 (16 mm OD) pipe |
| 285 | P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : Brass 400 gm. 15 mm nominal bore. |
| 286 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directedwith in a lead of 50 meter. All kinds of soils |
| 287 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size(Crusher Broken) |
| 288 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortarabove 30 Cm. thick wall in : Cement Mortar 1:6 (1-Cement:6-Sand). |
| 289 | Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls IS 1597 (Part-I) 1992 in : Cement Mortar 1:6 (1- Cement:6-Sand). |
| 290 | Brick work in superstructure up to third storey with selected bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10 mm. Wide12 mm deep complete in cement mortar 1:6. |
| 291 | Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc. complete fine finish : : 12 mm thick. |
| 292 | Extra for facing as per design and detailed specifications IS 1597 (Part-II) 1992 including additional cost of stones over item No. 6.1 &6.2 for : Course rubble facing Second Sort. |
| 293 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shadeincluding all scaffolding: New work (Three or more coats). |
| 294 | Cement concrete flooring grade 1:2:4 (1- Cement:2-Coarse sand:4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete IS 2571-1970 : 50 mm thick with 20 mm thick nominal size aggregate. |
| 295 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication withpriming coat of red oxide. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
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Upcoming · 23 daysSep 17, 2026
Bid Opening Date
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Upcoming · 24 daysTender Documents
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