Tender For New Construction Of Chirgawan To Jainpura Vishunipur In Fy 2024-25 - Construction Of Embankment With Material Obtained From Borrow Pits. (Local Earth) Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Up To, etah-Uttar Pradesh

Tender For New Construction Of Chirgawan To Jainpura Vishunipur In Fy 2024-25 - Construction of Embankment with Material obtained from Borrow pits. (Local Earth) Construction of Embankment with approved Material obtained from Borrow pits with a lift up to 1.5 m, trasporting to site, spreading grading to requred slope and compacting to meat requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 But Excluding GST 2 Granular Sub-base with coarse Graded Material (Table 400.2) Costruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with relavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as pertechnical specification Clause 401.But Excluding GST 3 W B M Grade-2 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem 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 aggregates, watering and compacting to the required density grading 2 as per Technical Clause 405(2)But Excluding GST 4 W B M Grade-3 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem 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 to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3)But Excluding GST 5 Primer Coat :- Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechincal means as per technical specification Clause 502.But Excluding GST 6 Tack Coat Providing and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.25 kg per sqm on the Primed/Granular surface cleaned with Hydraulic broom as per MORTH TechnicalSpecification Clause 503. But Excluding GST 7 20 mm thick Open-Graded Premix Carpet using Bitumenous (penetration grade /midified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared bas, incluing mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type-C as per Technical Specification Clause 508. .But Excluding GST 8 Seal Coat Type -C Providing, laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C as per Technical Specification Clause 510.But Excluding GST 9 Brick edging on both side of the road of M-150 bricks 8cm. (3) wide and 12cm (4½) deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. SOR SI No. 765But Excluding GST 10 Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (MORD 9.1 (1100&300)But Excluding GST 11 Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labours and T&P etc. required for proper completion of the work. In Foundation and floors. as per SOR CH5, SI 275aBut Excluding GST 12 Providingand laying of40 mm gauge B/B under Hume pipe culvert foundation in road workincluding all materials, labours, T&P etc. required for completion of the work. CH-20, Sl.no. 18But Excluding GST 13 Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Coarse Sand not less than 2.25 FM) .as per SOR CH 6, SI 307But Excluding GST 14 Supply, laying and fixing ofNP3 class 350mm dia hume pipes in proper position in culvert.But Excluding GST 15 Supply, laying and fixing ofNP3 class 600mm dia hume pipes in proper position in culvert.But Excluding GST 16 12 mm cement plaster on brick work with cement mortar of mix (All floors). (I) 1:3 (1 cement : 3 coarse sand) as per SOR CH 13, SI 583But Excluding GST

INR 2354 /-

INR 1310000.0 /-

INR 2.21 Crore /-