New Construction of Nagla Patel Jafari Panethi Road Via Nagla Dheemar Road

Part-A (Bituminous Work) Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Local Earth) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing, laying & spreading Material on a prepaid sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to from a layer of sub base. (MORTH SPECIFICATION 405) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing, laying & spreading Material on al prepaid sub base cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to from a layer of base. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing and applying Tack coat with Bitminous VG-10 using bitumen distributor at the rate of 0.35 Kg. per Sqm. on the prepared granular surface cleaned with Hydraulic broom as per Technical Specification. Clause 503, of MORD specification including cost of Bitumen as per direction of E/I. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing,laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm. to 5.60 mm. aggregates either using penetration 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 Seal coat as per Technical Specification. Clause 508, of MORD specification including cost of Bitumen as per direction of E/I. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing,laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification. Clause 510, of MORD specification including cost of Bitumen as per direction of E/I. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (1:3:6) (M-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation in road work including all materials, labours, T&P etc. required for completion of the work. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1202&1203 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Supply, laying and fixing of NP4 class hume pipes in proper position in culvert. For 350 mm dia (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification clauses 613 & 1204 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and loose scales of lime wash and other foreign matters. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Part-B C.C. Work Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000 m as per Technical Specification Clause 303.5. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Construction of Granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compaction with virbratory roller to achieve the desired density, complete as per clause 401, S.L.- 4-II, of MORD specification. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. Ch-20, S.I. 20 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-20) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.

Part-A (Bituminous Work) 05 Year Maintenance Charge @ 7.50%) Routine Maitenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 1-1st Year @ Nill

2nd Year @ 0.75%

3rd Year @ 1.50%

4th Year @ 2.25%

5th Year @ 3.00%

Part-B (CC Work) 05 Year Maintenance Charge @ 2.50% Routine Maitenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 1-1st Year @ Nill

2nd Year @ 0.25%

3rd Year @ 0.50%

4th Year @ 0.75%

5th Year @ 1.00%

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