Public Works Department-PWD has published Construction Of Approach Road From Nh-02 Tiddim Road To Sangai University Churachandpur 3.5Km. Submission Date for this Tender is 10-12-2021. Road Work Tenders in Churachandpur District Manipur. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Improvement of Road-Providing laying & compacting granular base/sub-base according to lines grade & cross-sections by using naturally occuring sand gravel/conforming to IRC Grade 2 of M.O.S.T Specification free from oragnic or other deleterious constituents compact by rolling with power roller of 8 to 10 tonnes capacity in layers not exceeding 150mm (Spread thickness) including rolling of the road surface to proper level & grade 30cm width edging on both sides etc. complete as directed by the engineer-in -charge .(without carriage charge of all materials). |
| 2 | Providing, laying preading and compacting stone aggregate of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates, watering and rolling and making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diersion etc. i/c carriage of materials. A. By Manual Means. (a) WBM Grade-II |
| 3 | (b) WBM Grade-III |
| 4 | 2cm consolidated thick single coat premix carpet surfacing with 0.27cum of stone chipping 12.5mm size 0.18 cum and 10mm size 0.09 cum mix with 14.60 kg binder per 10sqm of road surface and rolling complete i/c seal coat IRC type "B" with 0.06 cum of stone chipping 6.3 mm nominal size and 6.80 kg of bitumen 80/100 per 10.00 sqm of road surface (including prime coat & tack coat bitumin 80/100 and carriage charge of materials) |
| 5 | SH: Constn. Of road and line drain Excavation in hill area in soil by mechanical means i/c cutting and trimming of side slopes and disposing of excavated earth with all lift and lead upto 1000 metres. (a) Hard/Dense soil |
| 6 | Excavation in hilly area in the ordinary rock not required blasting by mechanical means i/c cutting and trimming of slopes and disposal of cut materials with all lift and lead upto 1000 metres (a) Ordinary rock |
| 7 | Earthwork in excavaion in foundation trenches or drains i/c dressing of sides and ramming of bottoms lift upto 1.5 m i/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (a) Hard/Dense soil |
| 8 | (b) Loose/Soft Soil |
| 9 | Excavation as foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan i/c dressing of sides and ramming of bottom lift upto 1.5m i/c getting out the excavated soil as directed within a lead of 50 metres in (a) Ordinary rock |
| 10 | SH: Constn. Of 1m span RCC slab Culvert - 2 Nos. E/Work in Excavation in foundation for SuperStructure complete as per drawing & Technical specification.(a) Ordinary soil (i) Depth upto 3m |
| 11 | Plain cement concrete M-15 mix with stone aggregates 20 mm.nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m.below ground level and 1.5 m above ground/bed level i/c formwork. |
| 12 | Reinforcement for RCC work i/c bending, bindingand placing in position.(b) Thermo-Mechanically treated bar. |
| 13 | Reinforcement cement concrete M-20 mix with stone aggregate 20mm n/size mechanically mixed and vibrated for bed platesexcluding Steel reinforcement,but including centering and shuttering laid in position. |
| 14 | Reinforcement cement concrete M-20 mix wirh stone aggregate 20mm n/size mechanically mixed and vibrated for reinforced concrete work in slab excluding Steel reinforcement,but including centering and shuttering laid in position. |
| 15 | Cement concrete wearing coat M 30 grade including form work and Reinforcement complete as per drawing and Technical specifications. |
| 16 | Providing weep holes in plain concrete/reinforced concrete abutment,eong wall/return wall complete as per drawing and technical Specifications. |
| 17 | Back filling behind abutment,wing wall,return wall complete as per drawing and technical specification. (a) Gravelled materials. |
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