Tender For Reconstruction Work Of Connecting Road From Maya Tanda Marg To Aushanpur Ariya Mahuari Mrf Center - Earth Work In Cutting Or In Embankment In Ordinary Soil,Excavation To Be In The Form Of Regular Pit Not Exceeding 1/2 Metre(20) In Depth And E, Ambedkar Nagar-Uttar Pradesh

Tender For Reconstruction work of connecting road from Maya Tanda Marg to Aushanpur Ariya Mahuari MRF Center - Earth work in cutting or in embankment in ordinary soil,excavation to be in the form of regular pit not exceeding 1/2 metre(20) in depth and earthwork in embankment to be 20 cm (8) layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. 2 Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251) 3 Construction 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 6 Providing and applying primer coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 7 Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 Providing, 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 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 as per Technical Specification Clause 508 9 Providing and 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 10 Brick edging 7 cm wide on both sides of the road With Staraight over burnt bricks complete as per PWD specification no. 20.15 11 Earth work in Patri in ordinary soil,excavation to be in the form of regular pit not exceeding 1/2 metre(20) in depth and earthwork in embankment to be 20 cm (8) layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. 12 Providing and laying Cement concrete 1:4:8(1 cement :4 fine sand: 8 graded brick ballast 40 mm. nominal size) including supply of all materials. labour and T&P etc.required for proper completionof the workand curing complete, also including cost of formwork in foundation and floors. 13 First class bricks work in1:4 in cement and fine sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. 14 12 mm thick plaster with cement mortar in proportion of 1:4 cement and fine sand of1.25 F.M. 15 2.5 cm. (1) thick 1:2:4 plain cement concretefloor with cement , approved coarse sand and 2 cm (3/4) graded approved stone laid in panels finished with 3 mm. (1/8)flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 8 cm (3) thick base concrete consisting of cement, local sand and brick ballast 4 cm (1.5) gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finishincluding supply of all materials, labour and T&P etc. required for proper completion of the work. 16 300mm dia as per standard drawingEarth work in excavation in foundation (Excluding royelty) 17 P/L of filter media of 25 mm gauge class-150 brick ballast below hume pipe 18 P/L of 350mm dia RCC NP-3 hume pipe in position(3 No. x 2.50 Mt = 7.50 Mt) 19 Providing and fixing sign board & Photography etc. complete 20 ADD GST 18%

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	25-08-2025	Atirikt Shart	Technical Bid	27-08-2025

INR 4248 /-

INR 35.69 Lakhs /-