Public Works Department-PWD has published Bailey Bridge Over Khuga River 170 Ft Span At Tuikham, Churachandpur District C / O Of Bailey Bridge Over Khuga River 170 Ft Span At Tuikham, Churachandpur District. Submission Date for this Tender is 13-12-2021. Bridge Work Tenders in Churachandpur 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, i). 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 M35 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 foundation complete as per drawing and technical specification. a). Fe 500 i). In foundation. |
| 14 | Assembly& launching of Bailey Bridge within alead of 50m but i/c mechanical & cost of fixing of decking DDR Steel Decking |
| 15 | Carriage of all necessary component of bailey bridge 180 ft. D.D.R. by mechanical transport i/c loading reloading and stacking from Imphal to Laphupat tera. |
| 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. |
| 18 | Providing and laying one layer W.B.M. 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23cum of binder materials of approved quantityper 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straightedges & spirit level in layers not exceeding 100 mm to 130 mm thick(spread thickness), dry &wet rolling with 8 to10 tonne roller including earth edging 30 cm width on both sides & applying binding materials as specified (without carriage charge of all materials). i). IRC-grade-II |
| 19 | ii). IRC-grade-III |
| 20 | Providing & laying evenly a priming/tack coat withbitumen (80/100) (a) 10 kg/10 sqm. |
| 21 | 2 cm consolidated thick singlecoatpre - mix carpet surfacing with 0.27 cum stone chipping 12.0 mm size0.19 cum and 10 mm size 0.09 cum mix with 14.6 kgofbinderper 10 sqm. of Roadsurfaceandrolling complete including a Seal coat IRC type “B” with 0.06 cum of fine aggregate and 6.8 kg of bitumen 80 /100per 10.0 sqm. Of road surface using H.M. plant and paver finisher. |
| 22 | SH: RCC Retaining Wall Bored cast-in-situ M25 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000metres. (Length of the pile for payement shall be measured upto bottom of pile cap) a).400 mm dia |
| 23 | Cement concrete for plain concrete / reinforced concrete in open foundation i/c cost of form work complete as per drawing and technical specification. a). P.C.C M-15 Grade |
| 24 | Cement concrete for reinforced in pile cap i/c form work complete as per drawing and technical specifications. i).RCC M25 grade |
| 25 | HYSD bar reinforcement in substructure complete as per drawing and technical specification. i). HYSD bar in foundation (Fe 500) |
| 26 | Cement concrete for plain concrerte/reinforced concrete for sub-structure i/c form wok complete as per drawing and technical specification. A). RCC M-20 grade i). upto 5.00 m |
| 27 | HYSD bar reinforcement in substructure complete as per drawing and technical specification. i). HYSD bar in foundation (Fe 500) |
| 28 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 29 | Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification. a) Gravelled matrial |
| 30 | Earth work in excavation in foundation forsuperstructures complete as per drawing and technical specification. a) Ordinary soil, i). Depth upto 3 m |
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