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Tender For Construction Of C.C. Road Slab Around 2 No. Apf (12X60 Meter), Saucer Drain, 3 Nos Crossing Culvert And Devlopment Work At N.M.Y Naugarh, naugarh-Uttar Pradesh

Rajya Krishi Utpadan Mandi Parishad has published Tender For Construction Of C.C. Road Slab Around 2 No. Apf (12X60 Meter), Saucer Drain, 3 Nos Crossing Culvert And Devlopment Work At N.M.Y Naugarh. Submission Date for this Tender is 24-08-2023. RCC Road Tenders in naugarh Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

39056555
Tender For Construction Of C.C. Road Slab Around 2 No. Apf (12X60 Meter), Saucer Drain, 3 Nos Crossing Culvert And Devlopment Work At N.M.Y Naugarh
Open Tender
Indian
Uttar Pradesh
naugarh
24-08-2023

Tender Details

Construction Of C.C. Road Slab Around 2 No. Apf (12X60 Meter), Saucer Drain, 3 Nos Crossing Culvert And Devlopment Work At N.M.Y Naugarh

Key Value

Document Fees
INR 24072 /-
EMD
INR 885000.0 /-
Tender Value
INR 1.36 Crore /-

BOQ Items

Name of Work: Construction Of C.C. Road Slab Around 2 No. APF (12x60meter) Saucer drain, 3 Nos Crossing Culvert and Devlopment Work at N.M.Y Naugarh
Sl. No. Item Description
1Dismantling sundries brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet)
2Brick laid flat floor with Class- 150 brick laid dry joints sand fillied Including preparation of base to proper slope and its ramming supply of all material, labour, T&P etc. required for proper completion of work SI NO 619
3Brick soling with straight over burnt brick laid flat and dry brick edging on both side including preparation of subgrade to required camber and including filling joints with local earth spreading a blind coat of 1cm(3/8") depth of local earth P.I. 5 to 7 or sand over the entire surface and including labour & T&P etc. required for proper completion of work. SI No 762A (Labour Only)
4Excavation in foundation in ordinarysoil (loan clay or sand) including lift up to 1.5m and lead up to 30m and dressing for sides and ramming of bottom and disposal of surplus excavated earth as directed by the E/I within a lead of 50m (Si. No. 251)
5Local Sand filling in plinth and under floors including watering, ramming,consolidating and dressing complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (SI. No 255 + Mat. Ch. SL No- 6)
6Providing and laying 7.50/10.00 cm compacted thickness of stone aggregate of specific sizes G-1 / 45.90 mmof water bound macadam specification incluiding spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading-2 as per technical Speicification clause 405 including cost of material, roller, cartage, loading, unloading, labour and all taxes complete or as per direction of Engineer in charge.
7Providing and laying 7.50/10.00 cm compacted thickness of stone aggregate of specific sizes G-2 /45.63 mmof water bound macadam specification incluiding spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading-2 as per technical Speicification clause 405 including cost of material, roller, cartage, loading, unloading, labour and all taxes complete or as per direction of Engineer in charge.
8Laying C.C. Road slab consisting of 1:1.5:3 cement, coarse sand & approved 40 mm. gauge stone ballast, over prepared sub grade after its rectification & bringing it to proper camber & including supply of all materials, labour and T&P etc. required for proper com. of work, finished to required templete as directed by Engineer-In-charge but excluding cost of metal required for rectification of the sub grade. SI No 773B
9Mild steel or iron in plain work such as reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of work, supply of steel , its wastage , bend, hooks and authorized overlapping shall be measured up to floor two level for proper completion of work. (S.I.No.504)
10Concrete with 4 cm. Gauge stone ballast fine sand and cement in proportion of 8:4:1 in foundation and under floor and includingsupply of II material labour and T&P etc required for proper completion of the work. S.I. no 275
11R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 283)
12R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 284a)
13Supply and filling of good quality of Earth carted upto 5 Km. distance complete work. (Rate as per Analysis)
14Providing and laying 7.50/10.00 cm compacted thickness of stone aggregate of specific sizes G-3 / 53-22.4 mmof water bound macadam specification incluiding spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading-2 as per technical Speicification clause 405 including cost of material, roller, cartage, loading, unloading, labour and all taxes complete or as per direction of Engineer in charge.
15M-150 class brick in 1:4 cement and coarse sandmortor in foundation and plinth including supply of all materilas, labour and tools and plants etc. Required fo proper completion of the work.
1612 mm thick plaster 1:4 cement and coarse sand mortar over brick work including supply of all materials, labour and T&P etc. required for proper completion of work. And also including racking and washing joint as per direction of E/I.
17Providing and laying of interlockingconcrete paver blocks 80 mmThe compressive strength of concrete paver blocks shall not be less than 30MPa & 4.50 kg/cm. an I.S.I. markedincluding levelling and dressing of surface torequired level annd slopespreading and moisting 30 mm thick local sand on bed fillingjoints with local sand etc including all materials, labour and T&P etc. required for proper completion of the work as per drawing and technical specification clause 1504
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