Uttar Pradesh Housing And Development Board-UPAVP has published Internal Development In The Pocket Of 16 Nos . Plots Area At Bharatpuri Yojana Gonda . Group-3. Submission Date for this Tender is 16-07-2020. Land Development Tenders in GONDA Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: Construction Of 6.00 M & 3.00 M wide Road CK Type drain &Toe wall 16 Nos. Plots At Bharatpuri Yojana in Gonda. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Dag belling 15 cm deep in one line aligned, with flag and jhandis as directed by Engineer in Charge. | BI01010001010000000000000515BI0100001113 | 149 | Rmt. |
2 | 2 | Earth work in cutting or in embankment in ordinary soil excavation to be inthe form of regular pits not exceeding 1/2 m. (20") in the depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels and slops and also including 1.5 m lift & 30.00 m lead. The earth from cutting to be used in making embankment or to deposited as spoil banks with in 30.00 m distance as directed by the E/I. Rates are including Royality.Gonda S.O.R-2018 Item No-253 | BI01010001010000000000000515BI0100001114 | 74.7 | Cum. |
3 | 3 | Preparation and consolidation of sub - grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead up to 50 mtrs. | BI01010001010000000000000515BI0100001115 | 322.1 | Sqm. |
4 | 4 | Providing, Laying ,spreading & compacting graded stone aggregate to wet mix-macadam specification including pre-mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller 8-10 tonne capacity to achieve the desire density. (MORTH &H Specification -406) | BI01010001010000000000000515BI0100001116 | 34.78 | cum |
5 | 5 | Supply and fixing of 80 mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 Mpa. and weigt 4.5 kg per including cost of material, with a blanket layer of 5.00cm. thick fine sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 265.5 | sqm |
6 | 6 | Supply and fixing of 60 mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 35 Mpa and weigt 3.35 kg per including cost of material, with a blanket layer of 5.00cm. thick fine sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001118 | 56.6 | Sqm. |
7 | 7 | Ck Type Drain | BI01010001010000000000000515BI0100001119 | ||
8 | 8 | Earth work in excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.5 M and lead upto 30 m & including filling, watering & ramming of excavated earth into the trenches and disposal of surplus earth as directed by the Engineer i/c within a lead of 50 m. (SI 251) | BI01010001010000000000000515BI0100001120 | 35.52 | cum |
9 | 9 | Providing and laying cement concrete 1:6:12 (1 cement:6 coarse sand (FM 2.2 to 3.6): 12 graded bricks aggtegate 40 mm nominal size) and curing complete including cost of form work in foundation and floors (SI No.273) | BI01010001010000000000000515BI0100001121 | 8.95 | cum |
10 | 10 | First class B/w in 1:6 cewment & c.sand mortar in foundation and plinth including supply of all material and T&Petc required for proper completion of the work. S.I.303 | BI01010001010000000000000515BI0100001122 | 20.06 | cum. |
11 | 11 | Providing and laying 25 mm thick cement concrete 1:2:4 (1 cement: 2 c. Sand (FM 2.2 to 3.6): 4 graded stone aggtegate 20 mm nominal size) and finished with 3 mm thick floating coat of neat cement, curing etc. complete including cost of form work in foundation and floors. S.I.601 | BI01010001010000000000000515BI0100001123 | 17.14 | Sqm. |
12 | 12 | 12 mm. thick cement plaster in 1:6 cement Coarse Sand ( FM 1.5 to 1.75) mortar, single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. (SI-586) | BI01010001010000000000000515BI0100001125 | 153.09 | Sqm. |
13 | 13 | Providing and laying 40 mm cement concrete 1:2:4 (1 cement:2 c. sand(FM 2.2 to 3.6): 4 graded stone aggtegate 20 mm nominal size) finished with 3 mm thick floating coat of neat cement, curing etc. complete including cost of form work in foundation and floors. S.I.605 | BI01010001010000000000000515BI0100001126 | 6.3 | Sqm. |
14 | 14 | R.C.C. work with cement approved coarse sand and 2 cm (3/4") gauge approved stone grit in the proportion 1:1½:3 in slab & including making drip coarse excluding supply of reinforcement binding the same with 24BWG binding wire and including necessary centering and shuttering etc, and also including supply of all material labour and tools and plants etc required for proper completion of the work. (S.I. No. 284) | BI01010001010000000000000515BI0100001127 | 2.92 | Cum. |
15 | 15 | Mild steel or iron work in plain work such as reinforce concrete work (when not included in an over all rates) including bending and cutting for proper completion of the work and including supply of steel. Its wwastage, bends, hooks and authorised overlaps shall be measured upto floor to level.required for proper completion of the work. (S.I. No. 504) | BI01010001010000000000000515BI0100001122 | 210.4 | Kg. |
16 | 16 | Excavation in foundation in ordinary soil (Loam, clay or sand) for laying of pipe line including filling watering and ramming of excavated earth into the trenches disposal of earth within a lead of 50.00M as directed by E/I | BI01010001010000000000000515BI0100001123 | 48 | Cum. |
17 | 17 | Supply & Laying of 90 mm. Dia PVC pipe of 6 kg./Sqcm. (I.S.I. maks) including earth work in excavation and Ssupply & fixing of all PVC specials includinf all labour, materials, T & P etc. Complete as per direction of E/I. | BI01010001010000000000000515BI0100001125 | 50 | Rmt. |
18 | 18 | Add 10 % for PVC Fittings on Rs 155x50= 7750.00 | BI01010001010000000000000515BI0100001126 | 1 | JOB |
19 | 19 | Making water connection in existing old water line with P.V.C. D-Joint and including all fittings, labour, materials etc. Complete as per direction of E/I. | BI01010001010000000000000515BI0100001127 | 3 | Nos. |
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