Indian Tenders

Tender Notice

TDR 54842592
Tendering Authority Ujjain Municipal Corporation
Tender No 28/Simhasth Cell/2026
Tender ID 2026_UAD_493875_1
Tender Brief Corrigendum : Tender For Road Widening From Choubis Khamba To Chhota Rudra Sagar
City Ujjain
State Madhya Pradesh
Document Fees INR 20000 /-
EMD INR 370579.0 /-
Tender Value INR 7.41 Crore /-
Tender Type Works
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender For Road Widening From Choubis Khamba To Chhota Rudra Sagar

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 08-05-2026 Date extend Date 14-05-2026
2 30-04-2026 date extend and condition Date 07-05-2026
3 30-04-2026 date extend and condition Date 07-05-2026
4 24-04-2026 DATE EXTEND Date 02-05-2026
5 24-04-2026 DATE EXTEND Date 02-05-2026
6 24-04-2026 DATE EXTEND Date 02-05-2026

Key Dates

Publish Date 08-05-2026
Last Date of Bid Submission 14-05-2026
Tender Opening Date 15-05-2026

Contact Information

Company Name Ujjain Municipal Corporation
Contact Person COMMISSIONER OF UJJAIN MUNICIPAL CORPORATION
Address CHHATRAPATI SHIVAJI BHAWAN, AGAR ROAD UJJAIN

BOQ Items

Name of Work:- Road Widening From Choubis Khamba to Chhota Rudra Sagar
Sl. No. Item Description
1Laying and Jointing PVC Pipe. Heading
2Cutting of trees, including cutting of trunks/branches in suitable size removal of stumps/roots, and stacking of serviceable material with all lifts and lead up to storage yard and filling earth in the depression/pit. Girth from 300 mm to 600 mm
3Transplantationof treesincludingtrimmingthebranchesof fullgrown treesaspertherequirement,givingthewaxtreatmentof thetrimmed areaof branches, uprooting the treeand transporting theuprootedtree to thespecifiedsiteof the transplantationasdirectedby the engineer-in-chargeupto12kmlead includingall lifts, transplanting theuprootedtreebydiggingarequiredsizeofpit, fillingit with fresh gardensoilandmanureaspertherequirementandmaintaingit fora period of 4 months by watering, weeding, manuring etc complete. A) Trees having trunk girth upto 1.0 metre
4Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. From Earthwork Calculation Sheet
5Transportation by Mechanical means including Loading , Unloading and Stacking 4 Km
6Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 3012 of the specifications complete.
7Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. ( For 53 mm maximum size )
8Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer 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 determinedduring 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 finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.
9Construction of Dowel jointed, Plain Cement Concrete Pavement in M-30 Grade Concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor preading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC:15 and as per ection-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc.
10Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Mild Steel dowel bars confirming to IS 432, grade I
11Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Mild Steel tia bars
12Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface (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.)
13Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/ Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. The Slope or the retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as per ASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted.
14Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced cement concrete with HYSD reinforcement conforming to Specifications and as per details given by IRC:5 including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc as per approved drawing and at locations directed by the Engineer, all as specified(Area-0.243 Sqm./meter, Single face)
15Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection -moulded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm,10cm and 10cm respectively and thickness not less than 1.8mm, the body struc ture shall be rounded at its acute angle, all the corners and edges. The plastic used for moulding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value whensubjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The Median Marker shall have rectangular -shaped, fluorescent yellow colour retro reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro rismatic cub e corners as its retro -reflective elements as per IRC:67 and ASTM D4956 type XI specifications reflectivity values. The retro -reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will p revent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.
1690 cm equilateral triangle
1760 cm circular
1880 cm x 60 cm rectangular
1960 cm x 45 cm rectangular
20120 cm highr Octagon
21Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC/PVC/HDPE pipe, extending through the full width of the structure with slope of 1V :20H towards drawing f ace. Complete as per drawing , technical specifications and as per Section 2706 of the specifications.
22Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks,lawns, drive ways or light traffic parking etc. of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658 2006 made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand, compacting and proper mbedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, inishing and sweeping extra sand including locking with M15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of Engineer-in- Charge.80 mm thick C.C. paver block of M-35 grade
23Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. From Earthwork Calculation Sheet
24Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.
25Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
26Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete
27Centering and shuttering including strutting,propping etc. and removal of form work for :
28Centering and shuttering including strutting,propping etc. and removal of form work for :
29Centering and shuttering including strutting,propping etc. and removal of form work for :
30Providing and fixing factory-made precast RCC-U shape drain, drain covers, having of strength not less than M-50, using Thermo- Mechanically Treated bars. (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar (minimum 95 kg per cum) and capable of carrying a wheel load of 25.0 Tones for heavy vehicle movement, of size Lid for U-300x300 mm. As per standard size reinforced with 8 mm dia. main longitudinal & 6 mm no’s cross- sectional T'M T. hoop bars, including providing 50 mm dia. perforations @ 2 nos. including providing edge binding with M.S. flats of size 50 mm x 1.80 mm complete, all as per direction of Engineer-in- charge
31Providing and laying levelling course in foundation , filling annular sp aces around footing in rock up to top of rock in lean cement concrete M-10 nominal mix with 40 mm size coarse aggregate as per section 1000, 1500, 1700 and 2100 of the specifications using concrete mixer . Providing Brick masonry in cement mortar 1:3 (1
32Providing butt fusion welded joint/jointing by heating to th eends with thehelp of Teflon coated electric mirror/heater ends together etc.by the rmosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed) 250 mm dia 6Kg/sq.cm
33Providing & fixing of following ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.
34Providing and laying including testing Bend 90 degree conforming to IS specifications.
35Providing and laying including testing Bend 45ْ0 conforming to IS specifications.
36Providing and laying including testing Equal Tee conforming to IS specifications
37Providing and laying Pipe end confirming to IS specifications.s
38Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed)
3915mm Dia Nominal bore
4020mm Dia Nominal bore
41HDPE Water Meter Box
42Wollman Turbine buik Meters
4320mm Size
4425mm Size
45Providing, Supplyingand fixingof Electro Fusion Tapping Ferrule (Branch Tapping Saddle) femaleBSP Threaded withSS304 insert fittings in accordance with BSEN 12201 : Part-3suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated forwater application. Thecost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all completeElectrofusion tapping ferrule
46110x15mm
47PVC Ball Valve With Compression & Female threds
4820x15mm
4925x20mm
50G.I Union 20mm Nominal bore
51G.I Elbow 15mm dia
52ProvidingandfixingG. I.socket in G.I. Pipe line i/c cutting threading testing etc. complete (Old work)
53Road Gully Chambers :-Construction of Brickmasonry road gully chambers with brick work in cement mortar 1:5 (1 cement: 5 course sand ) and 12mm plaster 1:3 including foundation incement concrete grade M-5(NominalMix) with stone aggregate 40mm nominal size Including precast reinforced cement concrete top cover and frame. (As per Drawing No. 18)
54Chamnber 50x45x60cm with horizontal grating 500x450
55Providing & fixing water taps
5615mm Dia
572.5 Sq mm cable
583 X 2.5 sq mm
59Supply and fixing of LT panel accessories of approved make in existing LT panel including connections etc. as required as per specification.
60Digital Ampere Metre with CTs with selector switch
61Digital Volt Metre with selector switch & HRC fuse
62Frequency Metre
63Copper Bus bar strips with PVC sleeves
64Aluminium bus bar strips with PVC sleeves
65LED lamp indicator
66Supplying of ISI marked and approved make of moulded case circuit breaker (MCCB) suitable for 3 phase,3 pole,50 Hz, 415 Volts, (Ics=100%Icu) AC supply with thermal - magnetic release having respective breaking capacity (KA) at 415 Volts cited against their range standard conforming to IS/IEC 60947-2
67Current Rating -25 to100 Amps & 70% -100% adjustable
68Current Rating -160 Amps & 70% -100% adjustable
69CurrentRating-160Amps&Adjustable:70%-100%thermal&5-10times magnetic setting
70Supply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but withoutenclosures :-
71MCB SP 6Amp to 32Amp 10kA rating
72FOR TRIPLE POLE & NEUTRAL(TPN)
736 Amp to 32 Amp Rating
74Supplying and installing double wall corrugated pipes (DWC) of HDPE (IS 14930 Part II -marked) for cable laid underground with necessary material and at required depth upto 90cm. below road/ground surface, including excavation, back filling with excavated material, ramming and making the surface good.
7550.00mm outside dia.
766 Sq.mm.(XLPE)
7710 sq. mm.
78150 Sq.mm.(XLPE)
79Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25Sq.mm directingroundincludingexcavation,sandcushioining,protective covering and refilling the pit etc. as required.
80Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 120Sqmmbut notexceedin g400Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required.
81Earthing with G.I.Earth pipe 4.5 meter long and 40mm dia with masonary enclosure incementmortor, cover plate having locking arrangment on the top etc.(but without charcoal or coke and salt) complete as required.
82Earthing with G.I. Earth plate 600mmX600mmX6mm thick including accessories and providing masonary encloser incement mortor,coverplatehaving lockingarrangmentonthetopandG.I. wateringpipe20mmdia2.7meter longetc.(butwithoutcharcoalor coke and salt ) complete as required.
83Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation &refilling.
84Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire.
85Providing and fixing 25mm X 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required
86Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, rubber ring complete erected with cable and lead connection etc. as per specification complete.
87Gland size 22mm suitable for cable 2/3,3½, 2/4 x 10 sq. mm or 2x 16 sq. mm
88Supplying and fixing ferrules as per IS - specification suitable for following size of cable for circuit identification including connection as required complete
892.5 to 6.00 sq. mm
90Supplying and fixing crimping type alum. lugs as per I.S.S. specification suitable for following size of cable with alu./copper solid/stranded conductor evenly crimped with high/pressure tool and connected to switch gear/bus/M.C.C.B./M.C.B. etc. as required complete.
916 -16 sq. mm
92Copper lugs tube type
93Upto 16 sq. mm conductor size
94Providing and erecting 9 mtrs.High hot dipped galvanized octagonal poles with bottom of 200mmA/F,top100mm,A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation.Suitable size & type of foundation bolts.4nos.bolts type M20x750mm 'J' type foundation bolts (EN8 grade)
95Providing and fixing of sword canopy type double arm GI bracket upto 2 Mtr. Long for 70mm A/F top octagonal pole
96Dismantlingpoles/street light standards/strutsembedded incement concrete foundation etc. as required.
97Designing & casting with M-20 cement concrete foundation suitable for 9 mtrs. Octagonal poles considering the safe soil bearing capacity at site as 10 T/sqm at 2 mtrs. Depth including excavation, foundation nut bolts in an approved manner.
98Supplying of street light with high power LED of 1to3 Weach assembled on single MCPCB, system lumens out put with efficacy>110 lm/W. luminiare having color temp 6500 K&50000burninghrs life with minimum @L70, The colour rendering index of LED light should be more than70.Luminiare comprises of driver, PF0.95&surgeprotection 4KV. Housing made of pressure die casta luminium with heat resistant flat glass/Lens type, IP66 protection.SubmissionLM80-08FormLEDSourceManufacturer&LM79 08 / IS16106 from NABL approved lab. Manufacturer manadatory i/c 50mm.diaG.I. Pipe bracket upto 2mtr. long in required angle/shape, connection lead, testing etc to complete the job.2Yrs Guarantee certificate from manufacturer.
99Provisional Sum for Temporary Utility Shifting
100Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in ITEM NO.-15.6.2
101Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge.
102Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge.
103Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
104Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats,architrave,holdfasts etc. complete and stacking within 50 metres lead :
105Lime Moorum building rubbish
106Brick
107BI-METALLIC CLAMPS SUITABLE FOR 25MM DIA STUD
108BI-METALLIC CLAMPS SUITABLE FOR 25MM DIA STUD
10911 KV AB Switch 600 Amp with Complete accessories.
11011 KV AB Switch 600 Amp with Complete accessories.
1119 KV Gapless type Metal oxide (10 KA) Polymer for 33/11 kv S/s type
1129 KV Gapless type Metal oxide (10 KA) Polymer for 33/11 kv S/s type
113XLPE CABLE 11 KV ARMOURED 3X185 SQMM
114XLPE CABLE 11 KV ARMOURED 3X185 SQMM
115GI Pipe 150 mm A Grade along DP
116GI PIPE 150 MM A GRADE ALONG DP
117Earthing Set
118EARTHING SET (DTR EARTHING) AS PER CIRCULARNO 1516 DATED 17.03.08 (EARTHING SET 40MM , 3METER GI PIPE , GI WIRE, EARTHING CLMAP AND NUT BOLT)(SET)
119M.S.Nuts and Bolts
120M S BOLT WITH NUT
121OUTDOOR HEAT SHRINKABLE CABLE JOINTING KITWITH LUGS FOR 11 KV GRADE XLPE CABLE FOR 3CORE 185 SQ MM
122OUTDOOR HEAT SHRINKABLE CABLE JOINTING KITWITH LUGS FOR 11 KV GRADE XLPE CABLE FOR 3CORE 185 SQ MM
123EARTHING (50x6mm MS Flat-2.36 Kg/mtr.) FOR VCB-5mtr.+ CT-8 mtr.+ ME-20 mtr.+ LA-30 mtr.+ Isolator-12 mtr.+ Isolator handle-4 mtr.=79 mtr.
124M S FLAT 50X6 MM
125Sundries as M-Seal Putty, LPG,Kerocin / other accessaries etc.
126Sundries as M-Seal Putty, LPG,Kerocin / other accessaries etc.
127GI Wire 6 SWG (8 mtr/kg) for guarding
128Concreting of for poles @ 0.3 cmt. for pole (Including muffing)
129For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Pole include muff wid Pit digging,0.3per stay(20/25)etc
130BIMETALLIC CLAMPS FOR POWER TRANSFORMER11KV SIDE
131Bi Metallic Clamp for Power Transformer of Brass Flat
1329 KV Gapless type Metal oxide (10 KA) Polymer for 33/11 kv S/s type
1339 KV Gapless type Metal oxide (10 KA) Polymer for 33/11 kv S/s type
134XLPE CABLE 11 KV ARMOURED 3X300 SQMM
135XLPE CABLE 11 KV ARMOURED 3X300 SQMM
136G.I. Wires 6 SWG
137GI pipe 150 mm., B class with the length of average depth30 mtr. X 8( 2 for PTR neutral, 4 for mesh, 2 forLA)+10*1(10 Mtsr for Control room ) no.
138GI pipe 150 mm., B class with the length of average depth30 mtr. X 8( 2 for PTR neutral, 4 for mesh, 2 forLA)+10*1(10 Mtsr for Control room ) no.
139GI Pipe 150 mm A Grade along DP
140GI PIPE 150 MM A GRADE ALONG DP
141Earthing Set
142EARTHING SET (DTR EARTHING) AS PER CIRCULARNO 1516 DATED 17.03.08 (EARTHING SET 40MM , 3METER GI PIPE , GI WIRE, EARTHING CLMAP AND NUT BOLT)(SET)
143M.S.Nuts and Bolts
144M S BOLT WITH NUT
145Outdoor heat shrinkable cable end jointing kit with lugs for11 kV grade XLPE cable for 3 core 300 sq mm IS 7098Part 2 or any ammendments
146Outdoor heat shrinkable cable end jointing kit with lugs for11 kV grade XLPE cable for 3 core 300 sq mm IS 7098Part 2 or any ammendments
147Cable marker
148Cable marker
149M.S.Flat
150M S FLAT 65X8 MM
151Concreting of for poles @ 0.3 cmt. for pole (Including muffing)
152For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Pole include muff wid Pit digging,0.3per stay(20/25)etc
153BIS certified Energy Efficiency Level-III (Old)/Level-II(New) Convential 11/0.433KV, 315 KVA DistributionTransformer
154LT Bi-metallic Clamp for DTR 12 mm
155HV Bimatalic connector 12 mm
156BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING
157BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING
15811 KV A.B. switch
159Supply of 11 KV AB Switch Polymer type 400 Amp withComplete fitting
1609 KV Gapless type ( 5KA) Polymer for DTR
16111 KV, LA POLYMER TYPE GAPLESS /METAL OXIDE 9
16211 KV D.O. fuse unit
16311 KV D.O. Fuse Unit Polymer type
164L.T. Distribution box suitable for 315 KVA transformer(without TPN switches) with MCCB on incoming and PFunits on outgoing side
165L.T. Distribution box suitable for 315 KVA transformer(without TPN switches) with MCCB on incoming and PF units on outgoing side
166Complete jumpering of DTR
167Complete jumpering of DTR
168Three phase 20-80 Amps.with L.S. & TOD Facility with box
169Three phase 20-80 Amps.with L.S. & TOD Facility with box
170AAAC Rabbit conductor 0.05 sq. inch (55 sq.mm. Al.Eq.)
171AAAC Rabbit conductor 0.05 sq. inch (55 sq.mm. Al.Eq.)
172XLPE LT 1 - CORE ALUMINIUM UNARMOURED 300SQMM CABLE
173XLPE LT 1 - CORE ALUMINIUM UNARMOURED 300SQMM CABLE
174150 Sq.mm.,single core XLPE insulated un-armoured
175150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable
176Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14SWG)
177Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14
178Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc
179Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m@ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5
180M.S.Nuts and Bolts
181M S BOLT WITH NUT
18211KV Strain hard ware fitting
18311 KV STRAIN (T&C TYPE) HARDWARE FITTINGS
184H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER
185H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER
186Back Clamp for H-Beam Size- ,Wt-1.92 Kg using 65X8Ms Flat
187Back Clamp suitable for H-Beam (MS Flat 65x8 mm)- each weight
188DC.CROSS ARMS 8` CENTRE TO CENTRE 100X50X6MM CHANNEL (each weight-26.32 Kg) (ONE SET FOR FEEDER AND ONE SET FOR ISOLATOR/ME)
189DC.CROSS ARMS 8` (2.4 METER ) CENTRE TO
190Transformer mounting DC cross-arm 100 X 50 x 6 mm,
191TRANSFORMER MOUNTING CHANNEL 100X50X6MM (set)
192Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels
193Supply of Trans.Mounting with Belting with 50 X 50 X 6 mm.angle with two cross fixing channels (set)
194D.O.MOUNTING CHANNEL 75X40X6MM
195D.O.MOUNTING CHANNEL 75X40X6MM
196STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED)
197STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED)
198Clamp suitable for 152 X 152 mm., 37.1 Kg./mtr H-Beam (each weight 3.2 kg)
199Clamp suitable for 152 X 152 mm., 37.1 Kg./mtr H-Beam (each weight 3.2 kg) (set)
20011 KV BIRD GUARD STOOL 65X65X6 MM ANGLE
20111 KV BIRD GUARD STOOL 65X65X6 MM ANGLE
202Danger Boards Enamalled Type 11KV
203Danger Boards Enamalled Type 11KV
20411 KV (45KN) 16mm FRP with 25mm per KV creepageDisc Insulator Polymer
20511 KV (45KN) 16mm FRP with 25mm per KV creepageDisc Insulator Polymer
206Stone Block/Pre cast block for base pedding450x450x75mm
207Stone Block/Pre cast block for base pedding450x450x75mm
208Red oxide paint
209Red oxide paint
210Aluminium paint
211Aluminium paint
212Earthing of DTR as per Schedule G-1.1- A (For black
213Earthing of DTR as per schedule G-1 (for black cottonsoil)Earthing of DTR as per Schedule G-1.1- A (For black cotton soil) (Using -3 no pipe)
214Concreting of for poles @ 0.3 cmt. for pole (Including muffing)
215For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Pole include muff wid Pit digging,0.3per stay(20/25)etc
216DTR S/s fencing (Total 37 feet running meter max. ) of 6'
217DTR S/s fencing (Total 37 feet running meter max. ) of 6' height with chain link fencing on MS Angle(50x50x6mm)
218Concreting (1:3:6) of stay and base pad for poles @ 0.2 cmt. per stay and @ 0.05 cmt. for base pad
219Dismantling charges for Schedule
220Dismantling charges for Schedule A-6
221PVC CABLE 4 CORE ARMOURED 16 SQMM
222PVC insulated 4 core 16 sqmm Armoured Aluminium conductor 1100 Volts
223G.I. Wire 4.0 mm. (8 SWG)-Earthing for PCC Pole
224G.I. Wire 4.0 mm. (8 SWG)-Earthing for PCC Pole(SET)
225Dismantling charges for Schedule
226Dismantling charges for Schedule A-6
227PVC insulated 2 core 6 sqmm Armoured Aluminium conductor 1100 Volts
228PVC insulated 2 core 6 sqmm Armoured Aluminium conductor 1100 Volts
229G.I. Wire 4.0 mm. (8 SWG)-Earthing for PCC Pole
230G.I. Wire 4.0 mm. (8 SWG)-Earthing for PCC Pole(SET)
231Concreting of for poles @ 0.3 cmt. for pole (Including muffing)
232For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Pole include muff wid Pit digging,0.3per stay(20/25)etc
233Single Phase Service connection box (Deep DrwanMetal/SMC Service Connection Boxes )with one incoming up to 25 mm2 and 8 no outgoing up to 10 mm2 with insulated multiple outgoing
234Single Phase Service connection box (Deep DrwanMetal/SMC Service Connection Boxes )with one incoming up to 25 mm2 and 8 no outgoing up to 10 mm2 with insulated multiple outgoing connector-
235Three Phase Service connection box(Deep DrwanMetal/SMC Service Connection Boxes ) with one incoming up to 35 mm2 and 4 no outgoing up to 16 mm2 with insulated multiple outgoing
236Errection of Three Phase Service connection box(DeepDrwan Metal/SMC Service Connection Boxes ) with one incoming up to 35 mm2 and 4 no outgoing up to 16 mm2 with insulated multiple outgoing connector
2371100 Volts Grade Aerial bunched XLPE Cable 3 X 150 +
2381100 Volts Grade Aerial bunched XLPE Cable 3 X 150 +
239Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc
240Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m@ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5
241Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs.
242EARTHING COIL OF 115 TURNS OF 50 MM.DIA AND 2.5MTR LEAD OF 4.0 MM G.I WIRE
243M.S.Nuts and Bolts
244M S BOLT WITH NUT
245A.B Cable hanging clamps/ tension clamps (Galvanized)
246A.B Cable hanging clamps/ tension clamps (Galvanized)
247Suspension Clamp with attachment
248Suspension Clamp with attachment
249Clamp for Neutral
250Clamp for Neutral
251PIERCING CONNECTOR TYPE-I, 1P/3P (MAIN 16-50SQMM TAP-OFF 16-50SQMM
252PIERCING CONNECTOR TYPE-I, 1P/3P (MAIN 16-50SQMM TAP-OFF 16-50SQMM
253PIERCING CONNECTOR TYPE-II (MAIN 16-50 SQMM TAP-OFF 16-50 SQMM)
254PIERCING CONNECTOR TYPE-II (MAIN 16-50 SQMM
255H- BEAM 9 METER 152 X 152 MM 37.1 KG/METER =333.9 kg. FOR 11KV GANTRY STRUCTURE
256H- BEAM 9 METER 152 X 152 MM 37.1 KG/METER =333.9 kg. FOR 11KV GANTRY STRUCTURE
257R S JOIST 9.3 METER 175X85MM 19.6 KG/ METER
258R S JOIST 9.3 METER 175X85MM 19.6 KG/ METER
259STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED)
260STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED)
261Clamp for RSJ Size-710 mm ,Wt- 2.84 Kg using 65X8 MsFlat
262SUPPLY OF Stay Clamp A type 65x8mm MS Flat R.S.Joist (set)
263Clamp suitable for 152 X 152 mm., 37.1 Kg./mtr H-Beam (
264Clamp suitable for 152 X 152 mm., 37.1 Kg./mtr H-Beam (
265Stone Block/Pre cast block for base pedding450x450x75mm
266Stone Block/Pre cast block for base pedding
267Red oxide paint
268Red oxide paint
269Aluminium paint
270Aluminium paint
271Concreting of for poles @ 0.3 cmt. for pole (Including muffing)
272For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Pole include muff wid Pit digging,0.3per stay(20/25)etc
273BIS certified Energy Efficiency Level-III (Old)/Level-II(New) Convential 11/0.433KV, 315 KVA DistributionTransformer
274BIS certified Energy Efficiency Level-III (Old)/Level-II(New) Convential 11/0.433KV, 315 KVA DistributionTransformer
275LT Bi-metallic Clamp for DTR 12 mm
276HV Bimatalic connector 12 mm
277BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING
278BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING
27911 KV AB Switch 600 Amp with Complete accessories.
28011 KV AB Switch 600 Amp with Complete accessories.
28111 KV A.B. switch
282Supply of 11 KV AB Switch Polymer type 400 Amp with
2839 KV Gapless type ( 5KA) Polymer for DTR
28411 KV, LA POLYMER TYPE GAPLESS /METAL OXIDE 9KV , 5 KA LINE TYPE
28511 KV D.O. fuse unit
28611 KV D.O. Fuse Unit Polymer type
287L.T. Distribution box suitable for 315 KVA transformer(without TPN switches) with MCCB on incoming and PFunits on outgoing side
288L.T. Distribution box suitable for 315 KVA transformer(without TPN switches) with MCCB on incoming and PFunits on outgoing side
289Complete jumpering of DTR
290Complete jumpering of DTR
291Three phase 20-80 Amps.with L.S. & TOD Facility with box
292Three phase 20-80 Amps.with L.S. & TOD Facility with box
293AAAC Rabbit conductor 0.05 sq. inch (55 sq.mm. Al.Eq.)
294AAAC Rabbit conductor 0.05 sq. inch (55 sq.mm. Al.Eq.)
295XLPE LT 1 - CORE ALUMINIUM UNARMOURED 300SQMM CABLE
296XLPE LT 1 - CORE ALUMINIUM UNARMOURED 300
297150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable
298150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable
299Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14SWG)
300Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14SWG)
301Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc
302Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m@ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5
303M.S.Nuts and Bolts
304M S BOLT WITH NUT
30511KV Strain hard ware fitting
30611 KV STRAIN (T&C TYPE) HARDWARE FITTINGS
307H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER
308H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER
309Back Clamp for H-Beam Size- ,Wt-1.92 Kg using 65X8Ms Flat
310Back Clamp suitable for H-Beam (MS Flat 65x8 mm)- each weight
311DC.CROSS ARMS 8` CENTRE TO CENTRE 100X50X6MM CHANNEL (each weight-26.32 Kg) (ONE SET FOR FEEDER AND ONE SET FOR ISOLATOR/ME)
312DC.CROSS ARMS 8` (2.4 METER ) CENTRE TO CENTRE 100X50X6 MM CHANNEL (set)
313Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel
314TRANSFORMER MOUNTING CHANNEL 100X50X6MM (set)
315Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels
316Supply of Trans.Mounting with Belting with 50 X 50 X 6
317D.O.MOUNTING CHANNEL 75X40X6MM
318D.O.MOUNTING CHANNEL 75X40X6MM
319STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED)
320STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED)
321Clamp suitable for 152 X 152 mm., 37.1 Kg./mtr H-Beam (each weight 3.2 kg)
322Clamp suitable for 152 X 152 mm., 37.1 Kg./mtr H-Beam (
32311 KV BIRD GUARD STOOL 65X65X6 MM ANGLE
32411 KV BIRD GUARD STOOL 65X65X6 MM ANGLE
325Danger Boards Enamalled Type 11KV
326Danger Boards Enamalled Type 11KV
327Danger Boards Enamalled Type 11KV
328Danger Boards Enamalled Type 11KV
329Danger Boards Enamalled Type 11KV
330Danger Boards Enamalled Type 11KV
331Danger Boards Enamalled Type 11KV
332Danger Boards Enamalled Type 11KV
333Danger Boards Enamalled Type 11KV
334Danger Boards Enamalled Type 11KV
335Danger Boards Enamalled Type 11KV
336Danger Boards Enamalled Type 11KV Please Enable Macros to View BoQ information

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