Institute Of Medical Sciences-IOMS has published Strenghthening Of Approach Road From Entrance Gate Of Quarters Colony Near Type-Iii Qtrs No . 1 To Type-Iii No . 42 Via Type -Iia No . 3 , Rims , Imphal. Submission Date for this Tender is 04-03-2021. Road Work Tenders in As Per Tender Document Manipur. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 03-Mar-2021 | Modified BoQ | Other | 04-03-2021 |
| Name of Work: <Srenghthening of approach road from entrance gate of quarters colony near Type-III qtrs no.; 1 to Type-III no. 42 via Type -IIA no. 3, RIMS, Imphal ( SH:-1. Strenthening and black topping of road 398m long ( Type-A & B), 2. 1 nos RCC box culvert ( 7.20x1.50m), 3. Widening of culvert 4nos & entrance slab of Type-IIA no. 1,2 & 3 and heighting of retaining wall.).> | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 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 | item1 | ||
| 2 | 1.1 | a) Loose/Soft Soil | item2 | 180.7 | cum |
| 3 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. | item3 | 36.14 | cum |
| 4 | 3 | Dry boulder pitching in floor | item4 | 60.53 | Cum |
| 5 | 4 | Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150 mm thick including watering and compacting including all lead and lifts. | item5 | ||
| 6 | 4.1 | b) Filter behind abutment, wing and return wall. | item6 | 39.24 | cum |
| 7 | 5 | Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level. | item7 | 13.4 | cum |
| 8 | 6 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement, but including centering and shuttering laid in position. | item8 | 11.44 | cum |
| 9 | 7 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. | item9 | 38.5 | cum |
| 10 | 8 | 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 : | item10 | ||
| 11 | 8.1 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | item11 | 42.17 | cum |
| 12 | 9 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. | item12 | ||
| 13 | 9.1 | TMT Bars | item13 | 10687.9 | kg |
| 14 | 10 | Random rubble masonry (uncoursed) in cement sand mortar 1:3 in foundation upto a depth of 1.5 m and 1.5 m above ground/bed level. | item14 | 54.07 | cum |
| 15 | 11 | 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] | item15 | ||
| 16 | 11.1 | b) Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth. | item16 | 215.76 | sqm |
| 17 | 12 | Spreading & levelling to gradient & required camber shingle/gravel with binding materials @ 0.12 cum/Sqm & rolling with powder roller. | item17 | 321.33 | cum |
| 18 | 13 | 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. | item18 | 1617.4 | sqm |
| 19 | 14 | 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 organic or 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 grades 30 cm width edging on both sides etc. complete as directed by the Engineer - incharge . | item19 | 333.48 | cum |
| 20 | 15 | Providing and laying one layer W.B.M 7.5 cm consollidated thickness using 1.00 cum of stone aggregate conforming to IRC grades per 10 sqm of road surface and 0.23 cum of binder materials of approved quality per 10 sqm. of road surface i/c consolidation of the same4 , rolling of the surface to camber, superelavation and grade by using template, sraight edges and spirit level in layer not exceeding 100mm to 130mm thick ( spread thickness ) , dry and wet rolling with 8 to 10 tonnes roller i/c earth edging 30cm width on both sides and applying binding materials as specified . | item20 | ||
| 21 | 15.1 | (i) IRC grade -II | item21 | 124.46 | cum |
| 22 | 15.2 | (ii) IRC grade -III | item22 | 124.46 | cum |
| 23 | 16 | 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. | item23 | ||
| 24 | 16.1 | a) Water bound macadam surface new | item24 | 1422.4 | cum |
| 25 | 17 | Providing and applying evenly a priming / tack coat with bitumen (80/100) | item25 | ||
| 26 | 17.1 | a) 10 kg / 10 sqm. | item26 | 1422.4 | sqm |
| 27 | 18 | 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 "A" with 0.09 cum of stone chipping 6.3 mm nominal size and 9.8 kg of bitumen 80/100 per 10.00 sqm of road surface. | item27 | ||
| 28 | 18.1 | 18.1. Using Bitumen (80/100) | item28 | 1422.4 | sqm |
| 29 | 19 | Liquid seal coat IRC type A with 0.09 cum. of stone chipping 6 mm nominal size & 9.8 kg of bitumen per10.00 sqm of road surface. | item29 | ||
| 30 | 19.1 | 20.1. Using Bitumen (80/100) | item30 | 1422.4 | sqm |
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