Institute Of Medical Sciences-IOMS has published Re-Alignment Of Drainage Network With Expansion Of Culvert And Construction Of Road For Trauma Psa Plant And Lmo Plant, Rims, Imphal. Re-Alignment Of Drainage Network With Expansion Of Culvert And Construction Of Road For Trauma Psa Plant And Lmo Plant,. Submission Date for this Tender is 04-10-2021. Road Work Tenders in As Per Tender Document. Manipur. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres |
| 2 | Loose/soft Soil. |
| 3 | Dry boulder pitching in floor |
| 4 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in |
| 5 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 6 | 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 8 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up to floor five level excluding cost of centering,shuttering, finishing and reinforcement : |
| 10 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with |
| 12 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 13 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. |
| 14 | Thermo-Mechanically Treated bars |
| 15 | Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply] |
| 16 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 17 | b) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like |
| 18 | c) Flat surface such as suspended floor, roofs landings and the like floors etc. upto 200 mm in thickness |
| 19 | 2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 fine sand) |
| 20 | 12 mm cement plaster 1:3 (1 cement: 3 fine sand) |
| 21 | Preparing sub-grade by excavating earth upto 22.5 cm deep, dressing to camber and consolidating with road roller including disposal of surplus earth within 50m. |
| 22 | Rolling and consolidating formation surfaces including filling in depressions which occur during the process with power roller exceeding 8 tonnes but not exceeding 12 tonnes. |
| 23 | Providing laying and compacting granular base/ sub - base according to lines, grade and cross section by using naturally occurred sand gravel/ conforming ti IRC Grade-II of MOST specification free from organicor other deleterious constituents compacted by rolling with power roller of 8 to 10 tonne capacity in layer not exceeding 150 mm ( spread thhickness ) i/c rolling of the road surface to proper level and gradees 30 cm width edging on both sides etc. complete as directed by the Engineer - incharge i/c carriage of all materials |
| 24 | Spreading & levelling to gradient & required camber shingle/gravel with binding materials @ 0.12 cum/Sqm & rolling with powder roller. |
| 25 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water to OMC in mechanical mix(Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base /base course on a well prepared underbase and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricating and maintenance of diversion etc. |
| 26 | Preparing surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. |
| 27 | a) Water bound macadam surface new |
| 28 | Providing and applying evenly a priming / tack coat with bitumen (80/100) |
| 29 | a) 10 kg / 10 sqm. |
| 30 | 2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.0 mm size 0.19 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqmof road surface and rolling complete including a seal coat IRC type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface using H.M. plant & paver finisher. |
| 31 | 18.1. Using Bitumen (80/100) |
| 32 | Providing and fixing C.I. sluice value class (I) (with cap) complete with bolts nuts rubber insertion etc. (the tail pieces if required shall be measured and paid separately) |
| 33 | 300 mm |
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