Public Works Department-PWD has published Construction Of Bridge Between Sinakeithel And Thonglanban, Ukhrul District. Construction Of Bridge Between Sinakeithel And Thonglanban, Ukhrul District.. Submission Date for this Tender is 22-11-2021. Bridge Work Tenders in Ukhrul Manipur. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Earth work in excavation of foundation for superstructure complete as per drawing and technical specification. Hard soil i)Depth upto 3 m |
| 3 | ii)Depth3 m to 6 m |
| 4 | Cement concrete for plain concrete/reinforced concrete i/c cost of form work complete as per drawing and technical specifications. a) PCC M15 Grade |
| 5 | Cement concrete for plain concrete/reinforced concrete i/c cost of form work complete as per drawing and technical specifications. a) RCC M25 Grade |
| 6 | Cement concrete for plain concrerte/reinforced concrete for sub-structure i/c form wok complete as per drawing and technical specification. M25 Grade I) upto 5.00 m |
| 7 | Cement concrete for reinforced concrete in superstructure i/c cost of formwork complete as per drawing & Technical Specification RCC M25 Grade |
| 8 | Filter medium behind abutment,wing wall and return wall complete as per drawing and technical specifications. |
| 9 | Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specifications. a) Gravel material |
| 10 | Reinforced cement concrete railing M 30 grade complete as per drawing and technical specifications. |
| 11 | Cement Concrete Wearing Coat M30 grade including form work and reinforcement complete as per drawing and Technical Specification |
| 12 | Drainage Spouts complete as per drawing and Technical Specification |
| 13 | Dry boulder pitching in floor. |
| 14 | Sand filling in foundation trenches as per drawing and technical specification |
| 15 | HYSD bar reinforcement in foundation complete as per drawing and technical specification. |
| 16 | HYSD bar reinforcement in substructure complete as per drawing and technical specification. |
| 17 | HYSD bar reinforcement in superstructure complete as per drawing and technical specification. |
| 18 | Providing weep holes in plain concrete/reinforced abutment/wing wall and return wall complete as per drawing and technical specification. |
| 19 | SH: Retaining Wall |
| 20 | Earth work in foundation of structure complete as per drawing and technical specification. i) Depth upto 3m |
| 21 | 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 |
| 22 | Cement concrete for plain concrete/reinforced for substructure i/c form work complete as per drawing and technical specification PCC M20 Grade (i) upto 5m |
| 23 | Providing weep holes in plan concrete/reinforced abutment/ wing wall and return wall complete as per drawing and technical specification. |
| 24 | 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. Loose/Soft soil (without roller) |
| 25 | SH: Approach Road |
| 26 | 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. Loose/Soft soil (with roller) |
| 27 | 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. |
| 28 | 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). IRC-grade-II |
| 29 | IRC-grade-III |
| 30 | Providing & laying evenly a priming/tack coat withbitumen (80/100) (a) 10 kg/10 sqm. |
| 31 | 2 cm consolidated thick singlecoatpre - mix carpet surfacing with 0.27 cum stone chipping 12.5 mm size0.18 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 stone chipping 6.3 mm nominal size and 6.8 kg of bitumen 80 /100per 10.0 sqm. Of road surface. |
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