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Improvement Of Drain And Road By Interlocking Tiles From H / O Pappu Yadav To Radha Madhav Mandir In Ward-27, Nankari Under Zone-6. Improvement Of Drain , KANPUR-Uttar Pradesh

Kanpur Municipal Corporation has published Improvement Of Drain And Road By Interlocking Tiles From H / O Pappu Yadav To Radha Madhav Mandir In Ward-27, Nankari Under Zone-6. Improvement Of Drain . Submission Date for this Tender is 22-09-2021. Road Work Tenders in KANPUR Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

29264081
Improvement Of Drain And Road By Interlocking Tiles From H / O Pappu Yadav To Radha Madhav Mandir In Ward-27, Nankari Under Zone-6. Improvement Of Drain
Open Tender
Indian
Uttar Pradesh
KANPUR
22-09-2021

Tender Details

Improvement Of Drain And Road By Interlocking Tiles From H / O Pappu Yadav To Radha Madhav Mandir In Ward-27, Nankari Under Zone-6. Improvement Of Drain

Key Value

Document Fees
INR 1180 /-
EMD
INR 61576.0 /-
Tender Value
INR 6.15 Lakhs /-

BOQ Items

Name of Work:Improvement of Drain And Road by Interlocking Tiles From H/o Pappu Yadav to Radha Madhav Mandir in Ward-27, Nankari Under Zone-6.
Sl. No. Item Description
1Dismantling cement concrete or brick or granolithic floors including stacking of dismantled as directed by E/IC with in a distance of 60 meters (200 Feet). (SI No. 697)
2E/W cutting in or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the engineer-in-charge including royalty 9.00 cum.
3Earth work in excavation in trenches for foundations pipes cables etc in ordinary soil (loan clay or sand) including lift up to 1.50mtr lead up to 50 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge with in a distance of 50mtr.
4Providing and Laying in cement concrete 1:6:12 (1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size) and curing complete including cost of formwork in foundation and floors.
5M-150 Brick work in 1:4 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work. (SI No. 305.1)
612mm Thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not including 80mm in girth and finished even and smooth. No extra for missing any additive. 1 cement : 4 Coarse Sand (SI No. 582(I))
7R.C.C. work with cement approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150 (SI No. 285)
8Mild steel or iron in plane work such as reinforced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level (12mm to 32mm tor) (SI No-504-C)
9Providing, laying 7.50cm compacted layer of W.B.M. Grade-3 with (22.4-53) mm ballast and stone dust including spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratoryroller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fillup the interstics of coarse aggregate, watering and compacting to the required density as per MOET & H-404
10Providing and Laying of factory made 80mm thick rubber Molded Interlocking Cement Concrete Tiles (30 mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/laying of Interlocking Tiles leveling and dressing of surface to required level and slops, filling joints with local sand including the cost of material, labour T&P etc. required for proper completion of work as directed by Engineer-in-charge.
11Disposal for surplus earth up to 3.00Km distance from site including etc. all complete work.
12Construction of Pedestal with fixing of stoneletter writing etc. all complete work.
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