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| 1 | Dismantling of Cement Concrete pavement by mechanical means including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of thespecifications. |
| 2 | Roadwork in Ordinary RockExcavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Section 300 of the specifications. |
| 3 | Roadwork in SoilExcavation 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 to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications. |
| 4 | Construction 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 301- 2 of thespecifications complete. |
| 5 | For 37.5 mm maximum size |
| 6 | 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 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1 of the specifications, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per Section 601 of specifications. |
| 7 | 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 spreading 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 Section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc. |
| 8 | HYSD tie bars of Fe 500 grade confirming to IS |
| 9 | PCC Grade M15 |
| 10 | 100mm thick C.C. paver block of M-40 grade with approved colour, design and pattern. |
| 11 | Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per relevant clauses of section-800 of specifications including cost of paint etc.. |
| 12 | Providing 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.). |
| 13 | Road Marking with Hot Applied Thermoplastic Compound with Retro- Reflectorising Glass BeadsProviding and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals,oil, grease and foreign material etc. complete asper direction of Engineer-in-charge and as per Section 803 of specifications. |
| 14 | Excavation 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 to the embankment location with all lifts and lead up to 1000 m as perSection-300 of the specifications. |
| 15 | 4.1.1.2 Grading II |
| 16 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per sections 1000, 1500, 1700 & 2100 of the specifications. |
| 17 | RCC Grade M20 |
| 18 | Pre-Cast U Shape Drain Cover 750x750 mm |
| 19 | Total qty of RCC @60 kg/CUM |
| 20 | Excavation 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 to the embankment location with all lifts and lead up to 1000 m as perSection-300 of the specifications. |
| 21 | 4.1.1.2 Grading II |
| 22 | PCC Grade M15 |
| 23 | RCC Grade M20 |
| 24 | Pre-Cast U Shape Drain Lid 750x750 mm |
| 25 | Total qty of RCC @60kg/CUM |
| 26 | 140 mm dia 10 Kg/sq.cm : |
| 27 | 18.2.1 All kinds of ordinary soil |
| 28 | 18.2.8 Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5 m. |
| 29 | 25 mm dia 8kq/SqCm |
| 30 | 180 mm dia 8 kg/Sqcm |
| 31 | 200mm dia (CLASS PN- 1.6) |
| 32 | 25 mm dia (8 Kg/Sq Cm) |
| 33 | 180 mm dia (8 Kg/Sq Cm) |
| 34 | 25 mm dia (8 Kg/Sq Cm) |
| 35 | 180 mm dia (8 Kg/Sq Cm) |
| 36 | 25 mm dia (8 Kg/Sq Cm) |
| 37 | 180 mm dia (8 Kg/Sq Cm) |
| 38 | 25 mm dia (8 Kg/Sq Cm) |
| 39 | 180 mm dia (8 Kg/Sq Cm) |
| 40 | 180 mm dia STEP III |
| 41 | 25 mm dia |
| 42 | 100mm dia |
| 43 | 13.14 Erection of steel tubular or steel rail pole or H-Beam of lengthexceeding 10 meters but not exceeding 13 meter since ment concrete 1:3:6 (1 cement : 3 coarses and : 6 graded stone aggregate 40 mm nominalsize ) foundation, base padding & muffing including excavation and refilling etc. as required.(4.55 bags of cement/cmt.) |
| 44 | Supplying and drawing All Aluminium Alloy conductor (AAAC)of approved make confirming to IS398-1979 Pt.IV, including binding at existing insulator, jointing, jumpering, tearingoff, connecting etc. asrequired including clearing of obstacles (if any) |
| 45 | Supplying and fixing as per specification Caution / Danger Board asrequired of approved make & design with necessary material complete. |
| 46 | Providing and fixing 4.00 mm G.I. wire on surface or inrecessed/concealed for loop earthing as required. |
| 47 | Supplying and erection of stay set complete (Galvanized) with 19mm.dia 1.8 meter long stay rod, ancher plate of size 300mm x 300 mm x 6.4mm thimble stay clamps,bow tightener, 7/3.15 dia G.I. stay wire and strain insulator etc. in cement concrete 1:3:6 (1 Cement : 3 Coarse and : 6 granded stone aggregate 40mm nominal size) foundation including excavation and refilling etc. as required. |
| 48 | Supplying of channel iron 75mmx40mmx7.14Kg/Mtr.crossarm for two 11kV overhead line conductors complete with 50mmx50mmx6mm angle iron bracket welded to the channel iron and complete with 50mmx6mm M.S.flat iron clamps,bolts and nuts including drilling holes for insulator pins, bolts and nuts etc. and painting with primer and finish as required. |
| 49 | Supplying and erection of 11kV pin insulator complete with large steel head G.I. pin, nut, washer etc. as required. |
| 50 | Supplying, installing, testing of earth Coil (coil of 115 turns of 50mm dia, and 2.5 Mtrs. Lead of 4 mm G.I wire. |
| 51 | Supplying, installing, or stay wires (ii) M.S. Nuts and Bolts |
| 52 | 315 KVA DTR shifting |
| 53 | Concreting of for poles @ 0.3 cmt. for pole (Including muffing) |
| 54 | For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Poleinclude muff wid Pit digging,0.3per stay(20/25)etc |
| 55 | Covered conductor 70 Sq. mm. XLPE insulation for 11 KV |
| 56 | Errection of Covered conductor 70 sq. mm. XLPEinsulation for 11KV |
| 57 | Shifting, erection, & commissioning of 100/200/315/500KVA(11/0.433KV) distribution transformer |
| 58 | Dismantling poles/street light standards/struts embedded incementconcrete foundation etc. as required. |
| 59 | Dismantling of overhead conductor |
| 60 | Providing and fixing of sword canopy type single arm GI bracketupto 2 Mtr. Long for 70mm A/F top octagonal pole |
| 61 | Supply of steel tabular pole swaged type as per IS 2713-1980.Complete with baseplate and toop canopy. |
| 62 | Erection of steel tubular or rail pole strut. In cement concreate 1:3:6(1 Cement , 3 coarse sand, 6 aggregate 40mm nominal size ) foundation. Includinng excavation refeilling and secured with holding clamps, nuts and bolds etc. as required |
| 63 | For 'B' Class G.I.pipe ISI Marked (IS-1161-68) 40.00mm |
| 64 | Supplying of flood light with high power LED of 1 to3 W each assembled on single MCPCB, system lumens output with efficacy>110 lm/W. luminiare having color temp 6500K & 50000 burning hrs life with minimum @ L 70, The colour rendering index of LED light should be more than 70. Luminiare comprises of driver,PF 0.95 & surge protection 4 KV. Housing made of pressure die castaluminium with heat resistant flat glass, IP66 protection.Submission LM 80-08 Form LED Source Manufacturer & LM79-08 / IS16106 from NABL approved lab.Manufacturer manadatory i/c connection lead, testing etc to complete the job. 2 Yrs Guarantee certificate from manufacturer. |
| 65 | SINGLE POLE (SP) |
| 66 | For 40 Amps. Rating only. |
| 67 | 50 Amp to 63 Amp Rating |
| 68 | Supplying of approved make TPN MCB DB Metal Double Door with provision for FP MCB/Isolator/RCCB/RCBO as incomer and SP MCBs as outgoing inclusive of Busbar, Neutral bar, Earth bar & two earth terminals etc. complete as per IS:13032( exclusive of MCB &isolator ): |
| 69 | 10 Sq.mm. (XLPE) |
| 70 | 25 Sq.mm. (XLPE) |
| 71 | Gland size 28mm suitable for cable 3,4 x 16 Sq.mm |
| 72 | Gland size 32mm suitable for cable 2,3, 3½, 4 x 25 Sq.mm OR 2,3,3½ x 35 Sq.mm OR 2,3 x 50 Sq.mm. |
| 73 | 6mm to 16 Sq.mm |
| 74 | 25 Sq.mm |
| 75 | Plain Cement Concrete Grade M-15 & M-20 |
| 76 | Prestressed / Reinforced cement concrete gradeM-20 & above |
| 77 | Stone Masonry of any type, stone pitching andboulders laid in wire crates by Mechanical Means |
| 78 | Tile Work/Brick Masonry by Mechanical Means |
| 79 | Steel work in all types of sections up to a height of 5 m above plinth level including dismembering |
| 80 | 90 cm equilateral triangle |
| 81 | 90 cm circular |
| 82 | 60 cm x 50 cm rectangular |
| 83 | 90 cm high octagon Please Enable Macros to View BoQ information |
