Military Engineer Services-MES has published Construction Of Access Roads From Bhct Road To Runway Controller Huts At Af Station Naliya Construction Of Access Roads From Bhct Road ToRunway Controller Huts At Af Station Naliya. Submission Date for this Tender is 11-02-2020. Road Work Tenders in NALIYA Gujarat. Bidders can get complete Tender details and download the document.
| Name of Work: CONSTRUCTION OF ACCESS ROADS FROM BHCT ROAD TO RUNWAY CONTROLLER HUTS AT AF STATION NALIYA. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavating over areas n exc 1.5m deep and getting out in any type of soil. | 340 | Cum | |
| 2 | 2 | M & L for 150mm thick (spread thickness) soling (or sub base) with broker boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified. | 97 | Ten\nSqm | |
| 3 | 3 | M & L for 150mm thick (compacted thickness) WBM with granite, trap or basalt coarse aggregates of grading 2 (63 to 40mm size) or of (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified.\nNote: 150mm thick WBM shall be laid in thickness of equal two layers of 75mm each and shall be consolidated individually. | 97 | Ten\nSqm | |
| 4 | 4 | Preparing WBM surfaces 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 and applying evenly a priming/tack coat with bituminous primer (using paving bitumen) VG-10 at 10 Kg per 10 Sqm complete all as specified and directed. | 97 | Ten\nSqm | |
| 5 | 5 | M & L for providing bituminous premix asphaltic semi dense concrete, 40mm (consolidated thickness) with 5.5% binder content VG 30, by weight of total mix, laid by mechanical paver and hot mix plant, levelled, rolled and compacted to required camber and gradient with 10 to 12 tonne capacity power roller to a uniform gradient and camber smooth surface as specified and as directed by Engineer-in-Charge.\nNote: The actual requirement of binder shall be as per the job mix design and the tests specified. However quantity of bitumen from the mix design found more than specified 5.5%, the same shall be provided with no extra cost to the Govt. In case binder content found to be less than 5.5% as per mix design as specified in Schedule "A", it shall be adjusted at the rate of Rs.46.90/kg for the less quantity of bitumen used. The quantity of 5.5% mentioned is exclusive of any wastage and no wastage shall be taken into account for the purpose of above adjustment. | 97 | Ten\nSqm | |
| 6 | 6 | M & L for Moorum/red bajri filling in floors or pavings etc laid in layers n.exc 25cm thick, spread, levelled and rammed including watering and rolled to required gradient and camber using 8 to 12 tonne power roller complete all as specified and as directed. | 97 | Cum | |
| 7 | 7 | Demolition of cement concrete in ground floor and paving n.exc 15cm thickness (below or above ground level) all as specified and as directed. | 11 | Cum | |
| 8 | 8 | Demolition of PCC block masonry work built in Cement mortar or cement lime mortar including removal of debries out side MD land complete all as specified and directed. | 6 | Cum | |
| 9 | 9 | Excavating in post holes or similar holes n.exc 0.5 cum getting out, returning filling in and raming earth or broken rubble mixed with earth around, in layers n.exc 25cm watering and removing surplus soil to a distance n.exc 50m and making good surface in hard/dense soil. | 40 | Each | |
| 10 | 10 | M & L for reinforced concret pipes, class NP-2, laid, jointed in CM 1:1 complete with collars, bore of pipe 600mm, complete all as specified and as directed | 116 | RM | |
| 11 | 11 | M & L for Cement concrete type C2, (1:3:6) (40mm graded stone aggregate) in surface channel and drains (benching of Man holes). | 21 | Cum | |
| 12 | 12 | M & L for precast cement concrete block masonry (type D5,1:5:8) with solid block exc 10cm in width and set in CM (1:6) etc all as specified and as directed. | 9 | Cum | |
| 13 | 13 | M & L for rendering 15mm thick in CM 1:6 on brick or concrete surface finished even and smooth (without using extra cement) complete all as specified and directed | 65 | Sqm | |
| 14 | 14 | M & L for preparation of new plastered surface of walls and applying three coats of white wash etc all as specified and directed. | 65 | Sqm | |
| 15 | 15 | M & L for Cement concrete type C1, (1:3:6) (20mm graded stone aggregate) in coping including provision of necessary form work and finishing the top surface of concrete even and smooth without using extra cement. | 1 | Cum | |
| 16 | 16 | Returning filling in soil including spreading leveling watering & well ramming in layers n.exc. 25 cm thick complete all as specified and as directed. | 15 | Cum | |
| 17 | 17 | M & L for 150mm thick PCC 1:4:8 type D2 (40mm graded aggregate) as in floor / path, finish even and fair all as specified and as directed. | 102 | Sqm | |
| 18 | 18 | All as per item N0.17 above but 100mm thick PCC | 102 | Sqm | |
| 19 | 19 | Removal of excavated soil to a distance exc 1.5km and n.exc 5 Km and depositing where directed complete all as specified and directed. | 325 | Cum |
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