Northern Coalfields Limited-NCL has published Hume Pipe Culvert Crossing Pwd Road Near Mq-3 To Mq-50 And Diversion Of Blocked Drain Near Gole Market And Atta Chakki Near Saraswati Shishu Mandir At Jayant Project . Hume Pipe Culvert Crossing Pwd Road Near Mq-3 To Mq- 50 And Diversion Of Blocked Drain. Submission Date for this Tender is 19-08-2019. Culvert Tenders in Jayant Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||
| 2 | 1.1 | All kinds of soil. | 800 | cum | |
| 3 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | |||
| 4 | 2.1 | All kinds of soil | 2100 | cum | |
| 5 | 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 100 | cum | |
| 6 | 4 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete | |||
| 7 | 4.1 | 1200 mm dia RCC pipes. (Laying by mannual/ machenical means) | 17.5 | metre | |
| 8 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||
| 9 | 5.1 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). | 37.5 | cum | |
| 10 | 5.2 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | 100 | cum | |
| 11 | 6 | Carriage of material by Mechanical Transport including loading, unloading and stacking | |||
| 12 | 6.1 | Earth Lead - 1 Km | 2800 | cum | |
| 13 | 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 : | |||
| 14 | 7.1 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | 100 | cum | |
| 15 | 8 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 3 | cum | |
| 16 | 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||
| 17 | 9.1 | Cold twisted bars | 8240 | Kg | |
| 18 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for:\r\n | |||
| 19 | 10.1 | Foundations, footings, bases of columns, etc. for mass concrete | 63 | sqm | |
| 20 | 10.2 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 841 | sqm | |
| 21 | 11 | Supplying at site : | |||
| 22 | 11.1 | R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). | 7 | cum | |
| 23 | 12 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. | |||
| 24 | 12.1 | With G.I. barbed wire | 4000 | metre | |
| 25 | 13 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: | |||
| 26 | 13.1 | Cement mortar 1:4 (1 cement : 4 coarse sand) | 20 | cum | |
| 27 | 14 | 12 mm cement plaster finished with a floating coat of neat cement of mix : | |||
| 28 | 14.1 | 1:4 (1 cement: 4 fine sand) | 200 | sqm | |
| 29 | 15 | Total impact of GST for the purpose of CTC | 1 | Nos |
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