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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.(a)Depth up to 150 mm. |
| 3 | (b) For each additional Depth of 150mm and part there of |
| 4 | Supplying, spreading and compacting Medium Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. |
| 5 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by consolidatingJhama metal (63 mm to 45 mm) with moorum sand screening : |
| 6 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 7 | Cement Concrete Pavement (laying manually) Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD. Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD.(i) With Batch Mix PlantM-30 |
| 8 | Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge I. In all sorts of soil excluding marshy soil &rocks (soft or hard) by manual means.a) upto 3 m depth(i) With pumping out water including shoring as required. |
| 9 | Earth work in filling in layers not exceeding 25 cm. (including watering and ramming) including all leads & lifts. |
| 10 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantitynecessary. |
| 11 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(a) Single brick flat soling (thickness 75 mm.) |
| 12 | Providing and laying nominal mix Cement concrete (with mix proportion 1:1.5:3) / M-20 grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm of Pakur or other approved variety including Screening and cleaning of aggregates, if necessary, both of approved quality and cement, as necessary, compacting by vibrator or other suitable means, cost of curing with water, cost for quality control, sampling, testing etc. and including placing a Separation membrane of impermeable PVC sheet 125 micron thick transparent or white in colour laid flat with minimum creases. Before placing the separation membrane, the sub-base shall be swept clean of all the extraneous materials. Wherever overlap of plastic sheets is necessary, the same shall be at least 300 mm and any damaged sheathing shall be replaced at the Contractor's cost. Including carriage of all materials to site but excluding the cost of staging, shuttering and and reinforcement if any. |
| 13 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. includingcuring, scaffolding, raking out joints etc. complete including cost and carriage of all materials.(a) In 1:4 proportion. |
| 14 | Plaster (to wall, floor, ceiling etc.) with sand nand cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding /staging where necessary (Ground floor).(iii) With 1:3 cement mortar (a) 15 mm thick plaster |
| 15 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m |
| 16 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. II. Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 |
| 17 | Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 18 | Earthwork in excavation from borrow pits (land owned/arranged by the contractor) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) |
| 19 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of,NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stackingC) Beyond 2.00 km and upto 3.00 km |
| 20 | sanction analysis rate Stand Alone Solar PV Street Lighting System: Configuration: Stand Alone Solar PV Street Lighting System (18W LED Light) a) 6 meter G.I. Pole b) 1 x 100 Wp Si PV Module. c) 1 x 42 Ah 12.8V LITHIUM FERRO PHOSPHATE (LiFePO4) Battery d) 1 x 18 W LED Luminaries Details: i) Supply of GI pole (Hot Dip Galvanized) of 3 mm thickness with 100mm dia. 6.0 metre length Pole with base plate 200 mm X 200 mm X 10 mm with RCC foundation. ii) Supply of 100 Wp Poly / Mono crystalline module with IEC 61215, IEC 6173-1, 2 compliance with any ISI MNRE approved. iii) Supply of 18 W Luminaries, comprise of:-a) 18 W LED (Philips/osram/ equivalent reputed make with BIS certificate)b) Charge controller and it should have over charge protection, deep discharge protection, Battery reverse polarity protechtion, Load short circuit protection, Open circuit protechtion, Panel reverse polarity protection, Over temperature protection.c) Automatic dusk to drawn controlling system to monitor LED operation. iv) Supply of 12.8 V, 42 Ah LITHIUM FERRO PHOSPHATE (Life pO4) Battery having BIS certificate.The batteries should have higher life expectancy, longer cycle life, low discharge rate and fast charging facilities. Battery should provide 12 Hrs battery backup. The battery must be provided with GI out door type battery box. v)Supply of Cables and Wiresa) DC Cable 4 sqmm - 15 M.b) Control Cable - LS. vi) Transportation, Installation & Commissioning. vii) Comprehensive maintenance for 05 years (Minimum 01 (One) visit Quarterly) |
| 21 | Fine dressing and making the crest to correct camber and gtrade by cutting and filling earth where necessary including extra earth. |
| 22 | Add 18% for GST |
| 23 | Add 1% Cess Please Enable Macros to View BoQ information |
