Tender For Development Of 1. Road From Approach Road Of Moharcherra Reinforced Cement Concrete Bridge(L=1.70 Km) Portion From 0.00 Km To 0.85 Km 2. Road From Approach Road Of Moharcherra Reinforced Cement Concrete Bridge(L=1.70 Km) Portion From 0.85
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Project Description
Tender for Development Of 1. Road From Approach Road Of Moharcherra Reinforced Cement Concrete Bridge(L=1.70 Km) Portion From 0.00 Km To 0.85 Km 2. Road From Approach Road Of Moharcherra Reinforced Cement Concrete Bridge(L=1.70 Km) Portion From 0.85 Km To 1.70 Km Under Kalyanpur Sub-Division Pwd (R&B) During The Year2026-27 / S.H: Patch Metalling, Re-Carpetting,Protection Work, Paver Block Etc.
BOQ
| Sl. No. | Item Description |
| 1 | SH: Clearance |
| 2 | Maintenance of Earthen shoulder (Strippingof excess soil)Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903. |
| 3 | SH: EARTHWORK |
| 4 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. |
| 5 | SH: PROTECTION WORK |
| 6 | Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement).Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitchingNominal mix 1:3:6 |
| 7 | SH: GRANULAR SUB - BASES, ( Non -Bituminous ) AND SHOULDERS. |
| 8 | WBM Grading 3Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405By Manual Means |
| 9 | SH: GRANULAR SUB - BASES, ( Non -Bituminous ) |
| 10 | Prime Coat(i) Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. |
| 11 | Tack Coat(iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 12 | 25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.Case - II By Mechanical Means(I) Bitumen of VG-30 |
| 13 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.A By Manual MeansCase - IV : Type D |
| 14 | SH: TRAFFIC SIGN, MARKINGS & OTHER ROAD APPURTENANCES |
| 15 | Direction and Place Identification signs upto 0.9 sqm size board (using jhama brick aggregate in CC / PCC)Semi Reflective Traffic SignsProviding and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and MoRD Technical Specification Clause 1701. |
| 16 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPainting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702. |
| 17 | SH: PAVER BLOCK |
| 18 | Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick By Mix in Place MethodConstruction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , Grading-I as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.For Grading I Material (jhama brick aggregate) |
| 19 | WBM Grading 3Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405By Manual Means |
| 20 | 80 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks intothe sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:80 mm thick c.c. paver block of M-35 grade with approvedcolour, design and pattern. |
| 21 | Excavation for StructuresWithout dewatering.Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.Ordinary SoilUpto 3 m depth |
| 22 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.Sand filling |
| 23 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)P.C.C grade M 10 ( Using Jhama Brick Aggregate )Nominal mix 1 : 3 : 6 |
| 24 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. In 1:4 cement mortar |
| 25 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. Please Enable Macros to View BoQ information |
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