Public Works Department-PWD has published Construction Of Rcc Bridge Over Thoubal Canal At Yairipok Shikhong Road Rcc Bridge. Submission Date for this Tender is 06-12-2021. Bridge Work Tenders in Thoubal Manipur. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | RCC Bridge |
| 2 | Demolition below G.L.upto 1m depth and disposal of unserviceable materials within 50 m lead.(13.2.2) Unreinforced cement concrete more than 15cm thickness. |
| 3 | Demolition above G.L. upto floor two level including disposal of unserviceable materials with 50 m lead and i/c cutting the necessary reinforcement and separating out from R.C.C /R.B. Work.(13.7.1) R.C.C. works. |
| 4 | E/W in excavation of foundation for super structures complete as per drawing and Technical specifications.a)ordinary soil i)depth upto 3m depth |
| 5 | ii) depth 3m to 6m |
| 6 | iii)Above 6m depth |
| 7 | Back filling behind abutments, wing walls and return walls complete as per drawing and technical specifications. a) gravelly materials. |
| 8 | Filter medium behind abutments, wing walls and return walls complete as per drawing and technical specifications. |
| 9 | Cement concrete 1:4:8 mix with stone agregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto a height of 1.5 m above ground / bed level. |
| 10 | Cement concrete 1:3:6 mix with stone agregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and upto a height of 1.5 m above ground / bed leveli/c form work |
| 11 | Plain cement concrete M 15 mix with stone aggregate 40 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 4 m above, 1.5 m from ground/bed level i/c formwork. |
| 12 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for for bed plates excluding steel reinforcement, but including centering and shuttering laid in position. |
| 13 | Reinforcement for R.C.C. work including bending, binding and placing in position complete (b) Tor steel bars |
| 14 | Cement concrete for reinforced concrete in superstructure i/c form work complete as per drawing and technical specifications. 19.18.1.1 For solid slab superstructure. |
| 15 | Providing weep holes in plain concrete/reinforced concrete abutment , wing walls /return walls complete as per drawing and technical specifications. |
| 16 | CC wearing coat M30 grade i/c formwork and reinforcement complete as per drawing and technical specifications. |
| 17 | RCC railing M30 grade complete as per drawing and technical specifications. |
| 18 | Drainage sprourts as per drawing and technical specifications (size 260 X260mm ) |
| 19 | Laying reinforced cement concrete pipes NP-3 for culverts including pointing ends and fixing collar with cement mortar 1:2 (a) 1000 mm dia. |
| 20 | Earth work in rough excavation banking excavated earth in layer not exceeding 20cm depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floods banks, marginal banks and guide banks and filling up ground, depression lift upto 1.5 m ( with roller ) in b) Hard/Dense Soil. |
| 21 | P/L & compacting granular base/sub-base according to lines grade & cross sections by using naturally accuring and gravel/conforming to IRC-II of M.O.S.T. specifications free from organic or other deleterious constituents compact by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150 mm ( spread thickness )i/c rolling of the road surface to proper level & grade 30cm width edging on both sides etc. complete as directed by the Engineer-in-charge. |
| 22 | Providing and laying one layer W.B.M. 7.5cm consolidated thickness using 1 cum of stone aggregate conforming to IRC grades per 10 sqm of road surface & 0.23 cum of binder materials of approved quantity per 10sqm of road surface including consolidating of the same, rolling of in layers the surface to camber, superelevation & grade by using template straight edges & spirit level not exceeding 100mm to 130mm thick (spread thickness) dry & wet rolling with 8 to 10 tonne roller including earth edging 30cm width on both sides & applying binding materings as specified.b) IRC grade-II |
| 23 | b) IRC grade-III |
| 24 | 2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.5 mm size 0.18 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "B" with 0.06cum of stone chipping 6.3 mm nominal size and 6.80 kg of bitumen 80/100 per 10.00 sqm of road surface. (a) Water bound macadam surface new with Providing & applying evenly a priming/tack coat with bitumen (80/100). (a) 10 kg/10sqm. and seal coat type B |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
