Public Works Department-PWD has published Construction Of Bailey Bridge Over Thoubal River 140 Ft Span At Khekman. Submission Date for this Tender is 13-12-2021. Bridge Work Tenders in Khekman ThoubalDist Manipur. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 28-Nov-2021 | Changes in Bid Submission and Opening | Date | 03-12-2021 |
| 2 | 03-Dec-2021 | Change in Date for Bid Submission and Bid Opening | Date | 13-12-2021 |
| Sl. No. | Item Description |
| 1 | Sh: Constn. of Main Bridge Bored cast-in-situ M35 grade RCC pile excluding reinforcement completeas per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 metres. (Length of the pile for payment shall be measured up to bottom of pile cap) a). 1000 mm dia pile |
| 2 | Earth work in excavation in foundation forsuperstructures complete as per drawing and technical specification. a) Ordinary soil,Depth upto 3 m |
| 3 | b) Ordinary soil,Depth 3m to 6 m |
| 4 | c) Ordinary soil,Above 6 m |
| 5 | Cement concrete for plain concrete/reinforced concrete i/c cost of form work complete as per drawing and technical specifications. a). PCC M15 Grade |
| 6 | Cement concrete for reinforced in pile cap i/c form work complete as per drawing and technical specifications. a). RCC M25 grade |
| 7 | Cement concrete for plain concrerte/reinforced concrete for sub-structure i/c form wok complete as per drawing and technical specification. a). M25 Grade. i) upto 5.00 m |
| 8 | ii) Between 5 m to 10 m |
| 9 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 10 | Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specifications. a) Gravel matrial |
| 11 | Filter medium behind abutment,wing wall and return wall complete as per drawing and technical specifications. |
| 12 | HYSD bar reinforcement in foundation complete as per drawing and technical specification. a). Fe 500 i). In foundation. |
| 13 | HYSD bar reinforcement in substructure complete as per drawing and technical specification. a). Fe 500 |
| 14 | Assembly& launching of Bailey Bridge within alead of 50m but i/c mechanical & cost of fixing of decking TSR 140ft |
| 15 | Carriage of all necessary component of bailey bridge 140 ft. TSR. by mechanical transport i/c loading reloading and stacking from Imphal to Khekman |
| 16 | SH: Approach Road Earth work in rough excavation banking excavated earth in layer not exceeding 20 cm depth, breaking clods, watering, rolling each layer with ½ tone roller or wooden or steel rammer and 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 and without lead. a). Hard/Dense soil |
| 17 | Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness) including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. |
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