Mla Lad Fund Improvement Of Existing Lane By Providing And Laying Cc Pavement And Drainage System In Chandi Wali Gali From House No 347 To House No 426 Pahar Ganj In Ac 23 Karol Bagh
Tender Value
7.21 Lakhs
Estimated cost
Bid Submission
24 Oct 2019
0 days left
EMD
14500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Karol Bagh → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mla Lad Fund Improvement Of Existing Lane By Providing And Laying Cc Pavement And Drainage System In Chandi Wali Gali From House No 347 To House No 426 Pahar Ganj In Ac 23 Karol Bagh
BOQ
| N.O.W: MLA LAD Fund Sub Head: Improvement of Existing Lane by Providing and Laying CC Pavement and Drainage System in Chandi Wali Gali from House No.347 to House No.426, Pahar Ganj in AC-23 Karol Bagh. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\r\nNominal concrete 1:3:6 or richer mix (i/c equivalent design mix)\r\n | 43.3 | cum | |
| 2 | 2 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.\r\n | 43.3 | cum | |
| 3 | 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\r\nCement mortar 1:4 (1 cement : 4 coarse sand)\r\n | 2 | cum | |
| 4 | 4 | 12 mm cement plaster of mix :\r\n1:4 (1 cement: 4 coarse sand)\r\n | 10 | sqm | |
| 5 | 5 | Neat cement punning.\r\n | 10 | sqm | |
| 6 | 6 | Providing and laying dry brick aggregate 40 mm nominal size in foundation & plinth or under floors at all levels including spreading and ramming in layers as directd by Engineer in charge.\r\n | 43.3 | Cu.m. | |
| 7 | 7 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).\r\n | 43.3 | cum | |
| 8 | 8 | Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.\r\n | 43.3 | cum | |
| 9 | 9 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :\r\nCircular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35\r\n | 20 | each | |
| 10 | 10 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :\r\nAll kinds of soil\r\nPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia\r\n | 165 | metre | |
| 11 | 11 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :\r\n250 mm dia. R.C.C. pipe\r\n | 145 | metre | |
| 12 | 12 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :\r\n300 mm dia. R.C.C. pipe\r\n | 10 | metre | |
| 13 | 13 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :\r\n100 mm diameter S.W. pipe\r\n | 20 | metre | |
| 14 | 14 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :\r\n150 mm diameter S.W. pipe\r\n | 20 | metre | |
| 15 | 15 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :\r\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5\r\n | 14 | each | |
| 16 | 16 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:\r\n100x100 mm size P type\r\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5\r\n | 5 | each | |
| 17 | 17 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :\r\n100 mm diameter\r\n | 20 | metre | |
| 18 | 18 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :\r\n150 mm diameter\r\n | 20 | metre | |
| 19 | 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\r\n1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).\r\n | 7.25 | cum | |
| 20 | 20 | 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.\r\n | 14.85 | cum | |
| 21 | 21 | Providing and laying in position bitumen hot sealing compound for expansion joints etc.\r\nUsing grade 'A' sealing compound.\r\n | 50 | Per cm depth per cm width per m length | |
| 22 | 22 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :\r\nFor pipes 250 to 300 mm diameter\r\n | 2 | each | |
| 23 | 23 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality\r\nH D - 20\r\nCircular shape 560 mm internal diameter\r\n | 20 | each | |
| 24 | 24 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :\r\n0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conform- ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :\r\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5\r\n | 2 | each | |
| 25 | 25 | Cost Index @(+)15.69% on SR&DR | item9 | 1 | Nos |
| 26 | 26 | As per GNCTD Order @ (-)9.5% | 1 | Nos |
AI Tender Summary
Tender Timeline
Oct 17, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 24, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 24, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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