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| 1 | Boring, providing and installing bored cast-in-situ reinforced cement concrete of Grade M35 pile of specified grade concrete mix, diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate/whole length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By Crawler mounted, telescopic boom hydraulic pilling Rig all complete. 1200 mm dia piles(Truck Mounted rotary /TMR/Tube well boring machine shall not be used) incl. dewatering and pumping out of water. |
| 2 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge /Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in Charge Initial test (Test Load 2.5 times the safe capacity). |
| 3 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge /Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in Charge Routine test (Test Load 1.5 times the safe capacity). |
| 4 | Earth work in bulk excavation of foundation of structures as per drawings and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material incl. dewatering and pumping out of water. |
| 5 | Providing and laying stone soling in trenches and foundations using approved quality hard stones of specified size, including hand packing, filling of interstices with stone chips/spalls, watering, ramming, and consolidation to achieve a firm and even surface, complete in all respects as directed by the Engineer-in-Charge. The item shall include dressing of bed (if required), supply of materials, all labour, tools & tackles, carriage of materials within all leads and lifts, and all incidental charges necessary to complete the work as per specifications incl. dewatering and pumping out of water.. |
| 6 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level incl. dewatering and pumping out of water. |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works upto plinth level Note: - Cement in this item is @ 360 kg/ cum incl. dewatering and pumping out of water. |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V level Note: - Cement in this item is @ 360 kg/ cum incl. dewatering and pumping out of water. |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. All works above plinth level upto floor V level incl. dewatering and pumping out of water. |
| 10 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein. |
| 11 | Providing, erecting and removing centering and shuttering including staging, propping, bracing, strutting, supports, formwork, falsework and all temporary works required for casting of concrete in bridge components such as foundations, piers, abutments, pier caps, girders and deck slab, conforming to MoRTH Specifications Section 1500. The item shall include supply of all materials such as steel plates/plywood/timber for formwork, steel props, staging frames, runners, ledgers, tie rods, clamps, wedges, bolts, nuts, and all accessories, complete. The item also includes providing camber where required, ensuring true line, level and alignment, application of approved shuttering oil/release agent, making the formwork sufficiently tight to prevent leakage of slurry, and capable of withstanding all loads including dead load, live load, impact, vibration and construction loads.The item includes erection, maintenance during concreting, and safe dismantling after achieving required strength, including cleaning and re-use of materials, complete as per drawings and directions of the Engineer-in-Charge. Nothing extra shall be paid for staging, scaffolding, or any temporary arrangements. Foundations, footings, bases for columns all complete incl. dewatering and pumping out of water. |
| 12 | Piers / Abutments (Vertical Shuttering) Providing vertical shuttering for piers, abutments, retaining walls, etc incl. dewatering and pumping out of water. |
| 13 | Pier Cap Shuttering Providing centering & shuttering for pier caps including side forms, soffit support, staging, etc incl. dewatering and pumping out of water.. |
| 14 | Deck Slab Shuttering |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more incl. dewatering and pumping out of water. |
| 16 | Providing, supplying, fabricating, erecting and launching structural steel work in bridge components such as plate girders, trusses, cross girders, bracings, bearings stiffeners, diaphragms, railings, and other steel members, using steel conforming to relevant IS specifications (IS:2062 or as specified), complete as per drawings and Technical Specifications of the Ministry of Road Transport and Highways (Section 1900). |
| 17 | Providing, manufacturing, supplying, installing and testing POT–PTFE bearings (fixed/free/guided type) conforming to IRC:83 (Part III) and relevant provisions of the Ministry of Road Transport and Highways Specifications (Section 2000), complete as per approved drawings and directions of the Engineer-in-Charge. Nothing extra shall be paid for anchor bolts, templates, grouting, or any incidental works. |
| 18 | Providing, fabricating, erecting, maintaining and dismantling temporary coffer dam and working platform for execution of pile foundation by push over method in river/nallah including all labour, materials, machinery, dewatering, bracing, sheet piling/steel plates/boulders/sand bags where required, staging, approach arrangement, safety measures, shifting of equipment, excavation inside coffer dam, disposal of surplus material, restoration of site after completion and all incidental works complete as per specifications and directions of Engineer-in-Charge. Note extra shall be paid for flood damage, maintenance during monsoon,dewatering, or repeated diversion works incl. dewatering and pumping out of water. |
| 19 | Providing and laying of a epoxy sealed/strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 20 | Providing and fixing in position Drainage Spouts / Rain water collection boxes including pipes complete as per drawing and Technical specification and as per clause 2705 of specifications. |
| 21 | Providing & laying 40mm thick bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker & laid to required level and slope, includingproviding antiskid surface with bitumen pre-coated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm & at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (considering bitumen using 10.2% as per MORTH specification) |
| 22 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. |
| 23 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40 mm compacted thickness with bitumen of grade VG-30@ 5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 24 | Earth filling by lorry free from clods and any aggregate etc including, spreading, dressing and watering in 20cm thick layers including rolling with PRR 8-10 Ton capacity to the required gradient c. job (In approaches / embankments) incl. royalty and avg. lead of 10 Kms etc |
| 25 | Granular sub-base :- Granular sub-base / base / surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel. |
| 26 | Supplying, stacking, Laying, spreading and compacting stone aggregate of specified sizes to WBM Grade-II (63-45mm) specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density, including spreading of stone screening Type-A (13.2mm) and moorum/dust including all leads and lifts complete job |
| 27 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On WBM surface @ 0.75 Kg/sqm. |
| 28 | P/L 50mm thick (compacted) bituminous macadam in Vg 10 gradeaccordance with the MORTH specification and straight run bitumen of grade 80/100 @ 3 % by weight of total mix including hot mixing of stone aggreagte & bitumen in hot mix plant, transporting mixed material and laying mixed with paver finished to the required level and grade , rolling with vibratory road roller to achive the required compction and density including preparing the surface by mechanical means including cost and carriage of materials from source to site of work T.P &E, labour octroi charges, taxes, testing during execution for quality control including C/O bitumen |
| 29 | P/L 25mm thick compacted semi dense bituminous carpet of VG 10 grade conforming to MORTH specifications with binder content of 5% by weight of total mix @ 2.88 Kgs/sqm of 80/100 grade including hot mixing of stone aggreagte and bitumen in hot mix plant, transporting mixed material and laying with paver finisher to the required level and grade, roller with vibratory road roller 8 to 10 MT capacity to achieve the required compaction and density including all costs and carriage of material all leads and lifts complete involved from source to the site of work inclding testing etc complete job |
| 30 | Providing and laying 6mm thick seal coat of VG 10 grade premixed fine aggregate(passing 2.6mm and retained on 180 micron seive) with bitumen using 128kg of bitumen per cum of fine aggreagte of grade 80/100 bitumen per cum of fine aggregate (0.768 kg of bitumen per square meter) and 0.6 cum of fine aggreagte per 100 sqm of road surface including rolling and finishing with road all complete. |
| 31 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic 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 as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 32 | Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage |
| 33 | Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
| 34 | Providing and laying 110 dia PVC pipes for weep holes including cost of collars etc complete job |
| 35 | Demolishing RCC work by mechanical means & stockpiling at designated locations & disposal of dismantled materials upto a lead of 1 kilometer, stacking serviceable & unserviceable material separately including cuttingreinforcement barsincl. dewatering and pumping out of water. |
| 36 | Carriage of Material sand/Agg. For an avg. lead of 5 Kms. Please Enable Macros to View BoQ information |
