Mtc. Of Road I ) Harina Ailmara Road To East Sabroom And Ii ) Harina Ailmara Road To Sonai Jalefa ( T02 ) During The Year 2020 2021 Sh Construction Of Cd, Cc Block, Pucca Drain Including Unlined Surface Drain Etc Mtc. Of Road I ) Harina Ailmara
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Mtc. Of Road I ) Harina Ailmara Road To East Sabroom And Ii ) Harina Ailmara Road To Sonai Jalefa ( T02 ) During The Year 2020 2021 Sh Construction Of Cd, Cc Block, Pucca Drain Including Unlined Surface Drain Etc Mtc. Of Road I ) Harina Ailmara Road To East Sabroom And Ii ) Harina Ailmara Road To Sonai Jalefa ( T02 ) During The Year 2020 2021 Sh Construction Of Cd, Cc Block, Pucca Drain Including Unlined Surface Drain Etc
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for Structures B.Withdewatering.Earthwork in excavation for structures as per drawing and MoRD technical specification Clause 305.1 including setting out, dewatering,construction of shoring, shuttering & braching, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I) Ordinary soil(i) up to 3m depth |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9.1200. I) Sand filling |
| 3 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including form work as per drawing & MoRD technical specifications Clauses 802,803, 900,1202 & 1203. (including centring, shuttering, staging etc. but excluding reinforcement). I. PCC grade M10 (using jhama brick aggregate) (i) Nominal mix 1:3.6 |
| 4 | Plain/ reinforcement cement concrete in open foundations complete including formwork as per drawing & MoRD technical specifications Clauses 802,803, 900,1202 & 1203. (including centring, shuttering, staging etc. but excluding reinforcement).V.RCC grade M 20i) Nominal mix 1 : 2 : 4 |
| 5 | Providing & laying of apron with cement concrete block of size as per table 1300.1 cast in situ and made with nominal mix of M15 grade cement concrete (using jhama brick aggt.) as per drawing and MoRD technical specification clause 1301 (rate includes preperation of bed). |
| 6 | Plain/ reinforcement cement concrete in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805,806,807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement).VI.RCC grade M 25i) upto 5 m height |
| 7 | Supplying fitting & placing Thermo Mechanically Treatedbar/Cold Twisted deformed barreinforcementin substructurecomplete as per drawings & MoRD technical specifica-tion Clauses 1000 & 1202. |
| 8 | Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. |
| 9 | Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. |
| 10 | Construction of Embankment with material obtained from borrow pits:-Construction of Embankment with material obtained from borrow pits with a lift upto 1.50m transporting to site spreading greading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 100m as per MoRD technical specification Clause 301.5 |
| 11 | Road side PuccaDrain:Construction of roadside Puccadrain with M10 (1:3:6 with Jama brick aggregate)tospecified lines , grades, levels and dimensionsas per approved design and MoRD technical specification clause 307, 1606. Excavated materials to be used in enbankment at site (including centering, shuttering etc. but ex/c reinforcement). C. Trapezoidal drain ( top clear width 600mm, bottom clear width 300mm and clear depth 600mm) I. In ordinary Soil |
| 12 | Surface Drain:Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary soil to specify lines , grades, levels and dimensions. Excavated materials to be used in embankment with a lead upto 3 m and lead upto 3m (average lead 25 m) as per MoRD technical specification 307.I) Surface Drains in Ordinary Soil A) Manual Means |
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