Delhi Transco Limited has published Providing And Laying New Drinking Water Line Providing And Laying New Drinking Water LineIn Type Ii ( Block E To F ) And Type -Iii , IvAndv/Vii In New Kilokari Colony And Supply And Erection Of Porta Cabin For Security Post AtDtl Colony Najafgarh . Submission Date for this Tender is 10-02-2020. Water Pipe Line Tenders in office of DGM(T)Contract Rajghat Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: Providing and laying New drinking water line in Type II (Block E to F) & TYPE -III,IV &V/VII in New Kilokari Colony and Supply and Erection of Porta Cabin for Security Post at DTL Colony Najafgard. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing and laying New drinking water line in Type II (Block E to F) & TYPE -III,IV &V/VII in New Kilokari Colony | |||
| 2 | 2 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :bituminous road. | item no 1 | 206.55 | sqm |
| 3 | 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | item no 2 | 7.47 | cum |
| 4 | 4 | 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.All kinds of soil. | item no 3 | 13.5 | cum |
| 5 | 5 | 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. | item no 4 | 9 | cum |
| 6 | 6 | 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 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. | item no 5 | 542 | m |
| 7 | 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). | item no 6 | 24.39 | cum |
| 8 | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). | item no 7 | 24.39 | cum |
| 9 | 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : - Cement mortar 1:4 (1 cement : 4 coarse sand). | item no 8 | 5 | cum |
| 10 | 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class\ndesignation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : - Cement mortar 1:4 (1 cement : 4 coarse sand) | item no 9 | 5 | cum |
| 11 | 11 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand). | item no 10 | 50 | sqm |
| 12 | 12 | Cement plaster (1:3) finished with a floating coat of\nneat cement.12 mm Cement Plaster | item no 11 | 50 | sqm |
| 13 | 13 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating\ncoat of neat cement.20 mm cement plaster | item no 12 | 50 | sqm |
| 14 | 14 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.- In cement mortar. | item no 13 | 5 | cum |
| 15 | 15 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :- 15 mm to 40 mm nominal bore. | item no 14 | 100 | metre |
| 16 | 16 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. | item no 15 | 10 | each |
| 17 | 17 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | item no 16 | 50 | Sqm |
| 18 | 18 | 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. | item no 17 | 63.55 | cum |
| 19 | 19 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. - External work - 15 mm dia nominal bore\n | item no 18 | 100 | metre |
| 20 | 20 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. - External work - 20 mm dia nominal bore | item no 19 | 30 | metre |
| 21 | 21 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. - External work - 25 mm dia nominal bore | item no 20 | 10 | metre |
| 22 | 22 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :- 25 to 40 mm nominal bore. | item no 21 | 20 | each |
| 23 | 23 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :- 15 mm nominal bore. | item no 22 | 128 | each |
| 24 | 24 | Providing flanged joints to double flanged C.I./ D.I. pipes and specials,\nincluding testing of joints :- 100 mm diameter pipe | item no 23 | 100 | each |
| 25 | 25 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :- 15 mm nominal bore. | item no 24 | 25 | each |
| 26 | 26 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm nominal bore . | item no 25 | 10 | each |
| 27 | 27 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :- Up to 600 mm dia. | item no 26 | 1 | quintal |
| 28 | 28 | Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :- Up to 600 mm dia. | item no 27 | 1 | quintal |
| 29 | 29 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :- 100 mm dia pipes. | item no 28 | 60 | joint |
| 30 | 30 | Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :- 100 mm dia Ductile Iron Double Flanged | item no 29 | 542 | metre |
| 31 | 31 | Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.- 100 mm diameter C.I. pipe. | item no 30 | 600 | metre |
| 32 | 32 | Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre:-100 mm diameter C.I. pipe . | item no 31 | 50 | metre |
| 33 | 33 | Labour for cutting C.I. pipe with steel saw.- 100 mm diameter C.I. pipe | item no 32 | 20 | Each cut |
| 34 | 34 | 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 :- 150 mm diameter | item no 33 | 30 | metre |
| 35 | 35 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :- 150 mm diameter S.W. pipe. | item no 34 | 30 | metre |
| 36 | 36 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :- 150 mm diameter. | item no 35 | 30 | metre |
| 37 | 37 | Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres, Up to 150 mm diameter. | item no 36 | 5 | ea |
| 38 | 38 | 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\nand making necessary channels for the drain etc. complete :- For pipes 100 to 250 mm diameter. | item no 37 | 16 | each |
| 39 | 39 | Constructing brick masonry road gully chamber 110x50x77.5 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 and vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | item no 38 | 2 | each |
| 40 | 40 | Providing and fixing C.I. sluice valves (with cap) complete with bolts,\nnuts, rubber insertions etc. (the tail pieces if required will be paid\nseparately) :100 mm diameter Class II | item no 39 | 5 | EA |
| 41 | 41 | Constructing masonry Chamber 60x60x75 cm inside, in brick work\nin cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,\nwith C.I. surface box 100mm top diameter, 160 mm bottom diameter\nand 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4\nmix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm\nnominal size ) , i/c necessary excavation, foundation concrete 1:5:10\n(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal\nsize) and inside plastering with cement mortar 1:3 (1 cement : 3\ncoarse sand) 12 mm thick, finished with a floating coat of neat cement\ncomplete as per standard design :With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 | item no 40 | 10 | EA |
| 42 | 42 | Providing , erecting,maintaining and removing temporary protective barricading of 1.8m height made out of wooden ballaies 125mm dia @ 3m with vertical and two horizontal member fixed with vertical post for the work duration as per direction and approval of Engineer in charge. | item no 41 | 1951.2 | sqm |
| 43 | 43 | Recovery of steel scrap as per direction of engineer in charge | item no 42 | 500 | kg |
| 44 | 44 | Providing and laying Double Flanged (Screwed/ Welded) Centrifugally\n(Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :150 mm dia Ductile Iron Double Flanged. | item no 43 | 10 | m |
| 45 | 45 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand :\n4 graded stone aggregate 20 mm nominal size), including finishing\ncomplete. | item no 44 | 36.59 | cum |
| 46 | 46 | Providing and fixing gun metal gate valve with C.I. wheel of approved\nquality (screwed end) :20 mm nominal bore. | item no 45 | 128 | ea |
| 47 | 47 | Estimate for Supply and Erection of Porta Cabin for Security Post at DTL Colony Najafgarh | |||
| 48 | 48 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size.) | item no 46 | 1.51 | cum |
| 49 | 49 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | item no 47 | 1.51 | cum |
| 50 | 50 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\nCement mortar 1:4 (1 cement : 4 coarse sand) | item no 48 | 1 | cum |
| 51 | 51 | 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 : 300 mm dia. R.C.C. pipe | item no 49 | 4 | m |
| 52 | 52 | 12 mm cement plaster of mix :\n1:4 (1 cement: 4 fine sand) | item no 50 | 10 | sqm |
| 53 | 53 | Supply and Erection of Prefabricated Porta Cabin i/c Transportation / Freight charges. The porta cabin must be of size min. inside length 1830mm, inside width 2135mm and min. height 2135mm. The porta cabin must contain 02 No. Windows and 01 no. Door with aluminium frame. The Porta cabin must be made up of 3 layers, inside layer 8mm thick and external layer 9mm thich water proof cement fibre board with a 30mm high density thermocol sandwich along with MS frame on top and sides of wall. The porta cabin must contain electrical points for 01 no. fan and 01 no. light with 01 5A socket. Other specifications as per Engineer in Charge. | item no 51 | 1 | EA |
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