Providing Cad Works To Lift Irrigation Scheme To Baroti , Mandap Jodhan Area And Their Adjoining Villages In Tehsil Dharampur District Mandi Hp Providing Cad Works To Lift Irrigation Scheme To Baroti , Mandap Jodhan Areaand Their Adjoining Villages In T
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Bid Submission
11 Feb 2021
0 days left
EMD
29.14 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandap → Himachal Pradesh
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Not Available
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Project Description
Providing Cad Works To Lift Irrigation Scheme To Baroti , Mandap Jodhan Area And Their Adjoining Villages In Tehsil Dharampur District Mandi Hp Providing Cad Works To Lift Irrigation Scheme To Baroti , Mandap Jodhan Areaand Their Adjoining Villages In Tehsil Dharampur District Mandi Hp
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Feb-2021 | Corrigendum | Other | 09-Feb-2021 |
| 2 | 09-Feb-2021 | Corrigendum | Date | 11-Feb-2021 |
BOQ
| Name of Work: Providing CAD works to Lift Irrigation Scheme to Baroti, Mandap, Jodhan Area & their adjoining villages in Tehsil Dharampur District Mandi (H.P.) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Sector Storage Tank (Zone-I Mandap area, Zone-2 Baroti area & Zone-3 Jodhan area) | |||
| 2 | 1.01 | Sector storage tanks:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3) in roof slab and all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, M.S. manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Refer Data sheet No. 1). | |||
| 3 | 1.02 | Construction of RCC Sector Storage 20000 ltrs capacity each | 20 | Nos | |
| 4 | 1.03 | Construction of RCC Sector Storage 30000 ltrs capacity each | 14 | Nos | |
| 5 | 2 | Providing, laying, jointing and testing in trenches GMS/MSERW Pipe in Gravity Main for (Zone-I Mandap area, Zone-2 Baroti area & Zone-3 Jodhan area) | |||
| 6 | 2.01 | Excavation in foundation, trenches etc. (in pipes and pits) in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 14540.4 | Cum | |
| 7 | 3 | Providing, laying, jointing and testing in trenches (to level or grade) of GI pipes of following dia & class conforming to BIS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MS Flanges conforming to IS 6392-1971(Latest upto date amendments) and welding of flanges as per IS 816-1969 with electrodes as per IS 814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on both faces (two layers outter side & one inner side) to make the joints leak proof and to entire satisfaction of the Engineer-in-Charge.The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting,welding and jointing including flushing, cleaning and hydraulic testing complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.. (Excavation in trench, providing and welding of M.S. Flanges and butt welded joint shall be measured and paid for seperately.) | |||
| 8 | 3.01 | GI pipe 100 mm dia (Medium Class) | 6130 | Rmt | |
| 9 | 3.02 | GI pipe 125 mm dia (Medium Class) | 7790 | Rmt | |
| 10 | 3.03 | GI pipe 150 mm dia (Medium Class) | 4100 | Rmt | |
| 11 | 4 | Providing, laying, jointing, testing & commissioning 3589:2001, Fe 330 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3589-2001 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc.complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge (Earth work, flanged joints & butt welded joints shall be measured and paid for separately). | |||
| 12 | 4.01 | MSERW pipe 200 mm dia Wall Thickness 4.80mm | 8990 | Rmt | |
| 13 | 4.02 | MSERW pipe 250 mm dia Wall Thickness 4.80mm | 5010 | Rmt | |
| 14 | 4.03 | MSERW pipe 350 mm dia Wall Thickness 4.80mm | 5200 | Rmt | |
| 15 | 5 | Providing and welding M.S. flanges conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end ISO 3589:2001 pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. | |||
| 16 | 5.01 | 100 mm dia Flange Table-5 | 8 | Pair | |
| 17 | 5.02 | 125 mm dia Flange Table-5 | 12 | Pair | |
| 18 | 5.03 | 150 mm dia Flange Table-5 | 7 | Pair | |
| 19 | 5.04 | 200 mm dia Flange Table-5 | 14 | Pair | |
| 20 | 5.05 | 250 mm dia Flange Table-5 | 9 | Pair | |
| 21 | 5.06 | 350 mm dia Flange Table-5 | 9 | Pair | |
| 22 | 6 | Providing circumferential butt welded joints by electrical arc welding to IS/ISO 3589:2001 pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | |||
| 23 | 6.01 | GMS/MSERW pipe 100 mm dia (Zone- II & III = 1052+99 = 1151 Joint) | 1151 | Joint | |
| 24 | 6.02 | GMS/MSERW pipe 125 mm dia | 1287 | Joint | |
| 25 | 6.03 | GMS/MSERW pipe 150 mm dia | 678 | Joint | |
| 26 | 6.04 | GMS/MSERW pipe 200 mm dia | 1484 | Joint | |
| 27 | 6.05 | GMS/MSERW pipe 250 mm dia | 828 | Joint | |
| 28 | 6.06 | GMS/MSERW pipe 350 mm dia | 858 | Joint | |
| 29 | 7 | Providing/supply and fixing double flanged Cast Iron Reflux/NRV valve of following dia of Leader /Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per follwing class to withstanding in normal seat pressure as mentioned below including champion sheet gasket 3mm thick, i/c welding with M.S. flanges as tabled below complete to make the joints leak proof including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | |||
| 30 | 7.01 | 100 mm dia class PN-1. flange table - 5 | 1 | Nos | |
| 31 | 7.02 | 125 mm dia class PN-1. flange table - 5 | 4 | Nos | |
| 32 | 7.03 | 150 mm dia class PN-1. flange table - 5 | 1 | Nos | |
| 33 | 7.04 | 200 mm dia class PN-1. flange table - 5 | 4 | Nos | |
| 34 | 7.05 | 250 mm dia class PN-1. flange table - 5 | 4 | Nos | |
| 35 | 7.06 | 350 mm dia class PN-1. flange table - 5 | 1 | Nos | |
| 36 | 8 | Providing/supply and fixing double flanged Cast Iron sluice valve of following dia of Leader /Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per follwing class to withstanding in normal seat pressure as mentioned below including champion sheet gasket 3mm thick, i/c welding with M.S. flanges as tabled below complete to make the joints leak proof including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | |||
| 37 | 8.01 | 100 mm dia class PN-1. flange table - 5 | 6 | Nos | |
| 38 | 8.02 | 125 mm dia class PN-1. flange table - 5 | 8 | Nos | |
| 39 | 8.03 | 150 mm dia class PN-1. flange table - 5 | 5 | Nos | |
| 40 | 8.04 | 200 mm dia class PN-1. flange table - 5 | 9 | Nos | |
| 41 | 8.05 | 250 mm dia class PN-1. flange table - 5 | 4 | Nos | |
| 42 | 8.06 | 350 mm dia class PN-1. flange table - 5 | 1 | Nos | |
| 43 | 9 | Providing and fixing cast iron air valve (Leader Make) of Class PN-10 having seat pressure of 10 Bar Hyd.of 11.22 Kg/ cm2 in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | |||
| 44 | 9.01 | 50 mm dia Class PN-10 | 18 | Nos | |
| 45 | 10 | Providing laying jointing and commissioning of HDPE (High Density Polyethlene pipe) for distribution system (Zone-I Mandap area, Zone-2 Baroti area & Zone-3 Jodhan area) | |||
| 46 | 10.01 | Excavation in foundation, trenches etc. (in pipes and pits) in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 48338.1 | Cum | |
| 47 | 11 | Providing laying jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in ternches to be mesured and paid separately) | |||
| 48 | 11.01 | HDPE pipe 75 mm dia PN 4 PE- 80 | 52470 | Rmt | |
| 49 | 11.02 | HDPE pipe 90 mm dia PN 4 PE- 80 | 36505 | Rmt | |
| 50 | 11.03 | HDPE pipe 110 mm dia PN 4 PE- 80 | 42658 | Rmt | |
| 51 | 11.04 | HDPE pipe 125 mm dia PN 4 PE- 80 | 21910 | Rmt | |
| 52 | 11.05 | HDPE pipe 140 mm dia PN 4 PE- 80 | 6165 | Rmt | |
| 53 | 11.06 | HDPE pipe 160 mm dia PN 4 PE- 80 | 7410 | Rmt | |
| 54 | 11.07 | HDPE pipe 180 mm dia PN 4 PE- 80 | 2110 | Rmt | |
| 55 | 11.08 | HDPE pipe 200 mm dia PN 4 PE- 80 | 650 | Rmt | |
| 56 | 11.09 | HDPE pipe 75 mm dia PN 6 PE- 80 | 4420 | Rmt | |
| 57 | 11.1 | HDPE pipe 90 mm dia PN 6 PE- 80 | 75 | Rmt | |
| 58 | 11.11 | HDPE pipe 110 mm dia PN 6 PE- 80 | 2587 | Rmt | |
| 59 | 11.12 | HDPE pipe 125 mm dia PN 6 PE- 80 | 310 | Rmt | |
| 60 | 11.13 | HDPE pipe 90 mm dia PN 8 PE- 80 | 190 | Rmt | |
| 61 | 11.14 | HDPE pipe 110 mm dia PN 8 PE- 80 | 570 | Rmt | |
| 62 | 12 | Providing and fixing of galvanised mild steel tube (medium class) with both ends MS flanged and fitted with requisite fitting and control valve/pit valve at each outletof following diameter. | |||
| 63 | 12.01 | 65 mm dia (Medium Class) | 1003 | Rmt | |
| 64 | 13 | Providing/supply and fixing double flanged Cast Iron sluice valve of following dia of Leader /Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per follwing class to withstanding in normal seat pressure as mentioned below including champion sheet gasket 3mm thick, i/c welding with M.S. flanges as tabled below complete to make the joints leak proof including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | |||
| 65 | 13.01 | 80 mm dia class PN-1. flange table - 5 | 1003 | Nos | |
| 66 | 14 | Construction of Outlet Chamber 1300x1300x750mm inside size with 100mm thick foundation concrete 1:4:8 mix (1 cement :4 sand :8 graded stone aggregate 40mm nominal size) & inside plastering with cement mortor 1:3 (1 cement :3 sand) finished with a floating coat of neat cement including curing complete and 150mm thick walls of RCC 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 8mm bars not exceeding 150mm centres both ways including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | 1414 | Nos | |
| 67 | 15 | Construction of sluice valve chamber with C.I. surface box 100mm top dia, 160mm bottom dia, & 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1 cement :5 sand :10 graded stone aggregate 40mm nominal size) & inside plastering with cement mortor 1:3 (1 cement :3 sand) finished with a floating coat of neat cement including curing complete, 600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6mm bars at not exceeding 150mm centres both ways including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | 1003 | No | |
| 68 | 16 | Construction of RCC Supporting Pedestrains/Anchor Block for Gravity Main at various loctaions. | |||
| 69 | 16.01 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 151.2 | cum | |
| 70 | 16.02 | Providing and laying cement conrete 1 : 4 : 8 . ( 1 cement : 4 sand and : 8 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 50.4 | cum | |
| 71 | 16.03 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | |||
| 72 | 16.04 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 1008 | Sqmt | |
| 73 | 16.05 | Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : | |||
| 74 | 16.06 | Foundation footings bases of columns and the like; and mass concrete as per direction and to the entire satisfaction of Engineer-in-Charge. | 264.6 | cum | |
| 75 | 16.07 | Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. | 12156.6 | Kg | |
| 76 | 16.08 | Providing and fixing MS Clamp for supporting the pipe complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge. | 350 | Nos. | |
| 77 | 17 | Consruction of Cross Drainage work on various khads = 180 mtrs (30 meter each) | |||
| 78 | 17.01 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 56.88 | cum | |
| 79 | 17.02 | Providing and laying cement concrete 1:3:6 (1 Cement : 3 Sand :6 graded stone aggregate 20 mm nominal size) and curing complete work excluding cost of form work in foundation and plinth as per direction and to the entire satisfaction of Engineer-in-Charge. | 13.14 | Cum | |
| 80 | 17.03 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | |||
| 81 | 17.04 | Columns, pillars, posts and struts Square, rectangular or polygonal in plan. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 114.48 | Sqmt. | |
| 82 | 17.05 | Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cantilevers, bressumers 1.00 mts in depth in all heights from floor in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 293.22 | Sqmt. | |
| 83 | 17.06 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 360 | Sqmt. | |
| 84 | 17.07 | Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : | |||
| 85 | 17.08 | Columns, pillars, posts and struts Square, rectangular or polygonal in plan. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 32.87 | cum | |
| 86 | 17.09 | Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : | |||
| 87 | 17.1 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge. | 115.97 | cum | |
| 88 | 17.11 | Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. | 14055 | Kg | |
| 89 | 18 | Survey Investigation, planning and design of whole scheme i.e Sector Storage tanks 30000 Ltrs Capacity and 20000 Ltrs Capacity, Gravity main and Distribution system and Soil bearing capacity test for construction of various civil strucutres proposed under the project area. | 1 | Job |
AI Tender Summary
Tender Timeline
Feb 09, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 09, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 11, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 11, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 12, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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