Tender For { Part 1St } Development Of Masjid Sharief Road From Ab. Gafar Rather Upto Head Of Waseem Ahamd Mir { Part 2Nd } Development Of Road From L/ O Gh. Rasool Tantray To Head Of Mohammad Shafi Lone At Bahr Ora Under Adp(Pri) [ 958 ] For Year 20
Tender Overview
Project Description
Tender for { Part 1St } Development Of Masjid Sharief Road From Ab. Gafar Rather Upto Head Of Waseem Ahamd Mir { Part 2Nd } Development Of Road From L/ O Gh. Rasool Tantray To Head Of Mohammad Shafi Lone At Bahr Ora Under Adp(Pri) [ 958 ] For Year 2026 -27 ,Panchyat Halqa: - Tilgam ( B ) Block :- Pattan District :- Baramulla
BOQ
| Sl. No. | Item Description |
| 1 | Preparation of sub grade by Excavated Earth to an average of 22.50 cm depth dressing to camber and consolidation with Road Roller of 8-10 tonne capacity including making Good the Undulation etc and disposal of surplus Earth upto 50 mtrs |
| 2 | S/S /Laying of WBM Grade ii with specified stone aggregate and binding material including , sorting ,spreading to 63-45mm . All compelete job in all respects |
| 3 | Supplying / Stacking and Laying of stone dust / moorum as binding material including consolidation |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 5 | Providing/Laying Stone soling hand packed on level in foundation trenches incl all carraiges of material. |
| 6 | Providing and laying in position plain cement concrete 1:3:6 mix ratio M 10 using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level). |
| 7 | Providing and laying in position plain cement concrete 1:3:6 mix ratio M 10 using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level). 20 % PLUM Only |
| 8 | 12 mm cement sand plaster in 1:4 mix. |
| 9 | Centering and shuttering including strutting, propping etc. foundations |
| 10 | Earh work in Rough excavation , banking excavated earth in layers not exceeding 20 cm in depth , breaking in clods , watering , Rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankments for roads , floods banks , marginal banks and guds banks or filling up ground depression lead up to 50 mtr and lift up 1.50 mtr in all kinds of soil |
| 11 | Add carriage for stone solling WBM Grade 2nd by MT of 35 kmtr and H/L of 50 mtr |
| 12 | Add carrige stone dust , stone screening , moorum by MT of 20 kmtr |
| 13 | Carraige of Earh Filling by MT of 25 kmtr avg. |
| 14 | Carraige of Sand Bajri for a lead of 30 Km and H/L also |
| 15 | P/F of information sign board ans site photographs Please Enable Macros to View BoQ information |
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