Tender For Permanent Restoration Of Water Supply Schemes Under Sasci Of Phe Sub Division Akhnoor (Package-I)1. Repair/ Renovation Of 20000 Glns Gsr At Tangiari Under Water Supply Scheme Sumah Old2. Construction Of Damaged Boundry Wall At Sungal Stage
Tender Overview
Project Description
Tender for Permanent Restoration Of Water Supply Schemes Under Sasci Of Phe Sub Division Akhnoor (Package-I)1. Repair/ Renovation Of 20000 Glns Gsr At Tangiari Under Water Supply Scheme Sumah Old2. Construction Of Damaged Boundry Wall At Sungal Stage Ist & Sumah Under Water Supply Scheme Sungal & Water Supply Scheme Sumah (2Nos)3. Construction Of Boundry Wall At Tubewell Stn. Sumah Under Water Supply Scheme Sumah (Old)4. Laying & Fitting Of R/ Main / Booster Line/ Distribution Line At Khudwani Under Water Supply Scheme Sumah5. Construction Of Pump Room Building At Sungal Stage 2Nd. Under Water Supply Scheme Sungal6. Repair/Renovation Of Pump Room Damaged Due Flash Floods At Sungal Ist7. Repair/Renovation Of Pump Room Building Under Water Supply Scheme Baruie Old (2 Nos)8. Consruction . Of Crate Revetment To Protection Tube Well Station Peja Mohalla Under Water Supply Scheme Baruie9. Consruction . Of Crate Revetment To Protection Tube Well Station Danga Mohalla Under Water Supply Scheme Baruie10. Repair/ Renovation Of 20000 Glns Sump Tank At Gargal Under Water Supply Scheme Gargal11. Construction Of Damaged Boundrywall At Godan Under Water Supply Scheme Godan12. Consruction . Of Crate Revetment To Protection Tube Well Station Godan Under Water Supply Scheme Godan13. Providing Installation Testing And Commissioning Of Pumping Machineries14 Redevelopment Of Tube Well At Hari Mandir And Sumah
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means over area(Exceeding 30cm and up to 1.5m in depth, 1.5m in width as well as lOsqm in plan) including disposal of excavated earth up to 1 mtr for cutting edge, disposed earth to be levelled and ncath dressed in all kind of soil. |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 3 | Refilling of excavated earth back into trenches ,sides of plinth, pipe & cable foundation etc. in layers not exceeding 20cm in depth , lead upto 50m & lift upto 1.5m |
| 4 | Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering all works up to plinth level in 1:4:8 (I cement:4 coarse sand:8 graded stone aggregate40mm nominal size) crushed. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works up to plinth level in 1:3:6 ( 1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) crushed with 20% boulders. |
| 6 | Providing and laying D PC 40 mm thick with cementconcrete 1:2:4 ( 1 cement: 2 coarse sand 4 graded stone aggregate 12.5mm nominal size crushed) |
| 7 | Brick work with F.P.S bricks of class designation 75 infoundation and plinth in cement mortar 1:6(1 cement: 6 fine sand). |
| 8 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°, landing balconies, shelves, chajjas. lintel, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering and shuttering, finishing and reinforcement in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Reinforcement tor RCC work including straightening, cutting, bending, placing, in position and bindingall cotnple-te (cold twisted bars) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of from work for foundation, footing bases of column. |
| 12 | Centering and shuttering including strutting, propping etc. and remove the same Suspended floor, roofs, landing, balconies and landing etc |
| 13 | Centering and shuttering including smut ing. propping and remove the same from Edges of slab under20 cm wide |
| 14 | Centering and shuttering including strutting, propping and remove the same front Lintels, beams, plinth beams, grinders, breastsummers and cantilevers |
| 15 | Providing and laying cement concrete in retaining walls, (any thickness) incl. attached pilasters, columns piers, abutments, pillars, posts, struts, buttresses, strings or laces, parapets,coping etc. upto floor five levels exci. cost of centring,shuttering and finishing in 1:2:4 cement concrete |
| 16 | Providing and fixing 1mm thick M.S. steel door with frame of 40x60x6mm angle iron and 3mm M.S. gusset plated at the junction and comers, all necessary fitting complete, including applying a priming coat of approved steel primer (using flats 30x6mm for diagonal braces and central cross pieces) |
| 17 | Proving and fixing of plain grill of specified design made MS flates and / or square / bars on windowss |
| 18 | 10cm thick mud phaska of damped brick earth roof laid toslope consolidated & plastered with 25mm thick mud mortarmixed with bhusha at 35kg per cum of earth & gobri leapingwith mix 1:1(1 clay : 1 cow dung) & covered with flat title bricks of class degination 100 grouted with cement mortar 1:3(1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement & finishing neat using F.P.S titles. |
| 19 | 15mm thick cement plaster on rough side of single or halt brick wall of mix 1:4 ( 1 Cement: 4 Coarse sand) |
| 20 | Providing & Laying Cement concrete flooring 1:2:4 (1 cement: 2 crushed sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement sullry, but excluding the cost of nosing of slep etc. Complete 40mm thick 20min nominal size stone aggregate crushed. |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering lead up to 50 mts. & lift up to 1.5M |
| 22 | Making plinth protection 50mm thick of cement concrete1 :3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate20mm nominal size) Over 75mmbcd of dry brick ballast 40mm nominal size well rammed & consolidated & grouted with coarse sand including finishing the smooth. |
| 23 | White washing with lime to give and even shade on new work (three or more coats) |
| 24 | Finishing walls with water proofing cement paint of approved brand and manufacture to give ab even shade on new works (two or more coast) applied @ 3.83kgs/10sqm |
| 25 | Painting on G.S sheet with synthetic enamel paint of approved brand and manufacture of required color to give an even shade on new work ( two or more coat) incl a coat of approved steel primer but excluding a coal of mordent solution. |
| 26 | Demolishing Reinforced cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: |
| 27 | Demolishing cement concrete of1:3:6 mix. manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: |
| 28 | Demolishing cement concrete of 1: 4:8 mix manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: |
| 29 | Dismantling old cement plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. |
| 30 | Providing and laying in position Reinforced cement concrete ofSuspended floor & roof of specified grade including curing but excluding the cost of centring and shuttering. All work upto floor V level with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 31 | Providing and laying in position Reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 32 | Repairing to plaster of thickness 12mm to 20 mm in patches of area 2.5 Sqm & includin cutting in patches in proper shape raking out joint & preparing & plaster surface of wall complete with 1:4 mix |
| 33 | Centering and shuttering incl.strutting and propping etc in Circular walling |
| 34 | Extra 20% for shuttering in circular work |
| 35 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc. 50mm thick with 20mm nominal size of aggregate |
| 36 | Half brick masonry in superstructure bricks of class of desgination 75 in foundation and plinth in cement mortar1:4 in Parapet wall |
| 37 | Extra for half brick work in superstructure above plinth levelupto floor v leval. |
| 38 | 12mm thick cement plasteron rough side of single or half brick wall mixin 1:4 . |
| 39 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 40 | Dumping of Stone in horizontal i.e on level |
| 41 | Supply of Stones (Boulders) |
| 42 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 43 | Providing of Knitted Wire Crates including carriage, loading and unloading and supply of Crate Wires.Crate size 6.00x1.50x1.50 |
| 44 | Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 5km by MT |
| 45 | Structural steel work in single section , fixed with or without connecting plate,including ctting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 46 | Providing Laying and fitting of G.I pipe (all classes) complete including providing & fitting of pipe specials i.e union, elboo,bend,reducer socket additional socket etc. as per BIS specifications including the cost of pipe GI Pipe 80 mm dia. (L) |
| 47 | Providing Laying and fitting of G.I pipe (all classes) complete including providing & fitting of pipe specials i.e union, elboo,bend,reducer socket additional socket etc. as per BIS specifications including the cost of pipe GI Pipe 65 mm dia. (L) |
| 48 | Providing Laying and fitting of G.I pipe (all classes) complete including providing & fitting of pipe specials i.e union, elboo,bend,reducer socket additional socket etc. as per BIS specifications including the cost of pipe GI Pipe 40 mm dia. (L) |
| 49 | Laying and fitting of HDPE pipe (all classes) complete including providing & fitting of pipe specials i.e union, elboo,bend,reducer socket additional socket etc. as per BIS specifications including the cost of pipe HDPE Pipe 50 mm dia. |
| 50 | Welding by electric plant including transportation of electric welding plant at site etc. (Complete) |
| 51 | Providing & fixing CI Double flanged Sluice valve complete with nut & bolts of 80mm dia approvd quality as per IS Specification |
| 52 | Providing & fixing CI Double flanged Sluice valve complete with nut & bolts of 65mm dia approvd quality as per IS Specification |
| 53 | Providing & fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end) 80 mm dia nominal bore as per IS Specification |
| 54 | Providing & fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end) 65 mm dia nominal bore as per IS Specification |
| 55 | Providing & fixing of Gun metal gate valve with C.I wheel of approved quality (Screwed end) 50 mm dia nominal bore as per IS Specification |
| 56 | Carriage of sand/stone dust quarry-muck/moorum/other agg. Of max size up to 6 mm by mechanical transport in all terrains through a lead of 30 kms incl cost loading unloading and slacking |
| 57 | Carriage of sand/stone dust quarry-muck/moorum/other agg. Of max size up to 6 mm by mechanical transport in all terrains through a lead of 25 km |
| 58 | Carriage of stone aggregate of max. size up to 6mm to26.5mm by mechanical transport in all terrains through a lead of 10 kms incl cost loading unloading and stacking |
| 59 | Carriage of Sand & stone aggregate of max. size 6mm to 26.5mm average 300 mts by HL only |
| 60 | Carriage of stone aggregate of max. size up to 6mm to26.5mm by mechanical transport in all terrains through a lead of 15 km. |
| 61 | Carriage of Soling stone by mechanical transport in all terrains through a lead of 10 kms incl cost loading unloading and slacking at site |
| 62 | Carriage of Soling stone average 300 Mtr. By Head load Only |
| 63 | Carriage of Bricks by mechanical transport in all terrains through a lead of =10 kms incl cost loading unloading and slacking |
| 64 | Carriage of Bricks average 300 Mtr. By Head load only |
| 65 | Carriage of Bricks by mechanical transport in all terrains through a lead of 20 KM incl cost loading unloading and slacking |
| 66 | Carriage of Bricks by mechanical transport in all terrains through a lead of 15 KM incl cost loading unloading and slacking |
| 67 | Carriage of tiles by mechanical transport in all terrainsthrough a lead of 10 km incl cost loading unloading and stacking |
| 68 | Carriage of tiles average 300 Mtr by Head load only |
| 69 | Steel work welded in built up section/ framed work including cutting, hoisting fixing in position and applying a priming coat of approved steel primer all complete in gratings, frames, gurd bar ladder,railing gate & simlar work |
| 70 | Provision for electric lights and fitting inside and outside of pumping station and sitting arrangement for pump operator inside the pump room building, etc. (Complete job) |
| 71 | Provision for electric lights and fitting inside and outside of pumping station , doors & window ( Renovation of pump room building) etc. Complete job |
| 72 | PITC OF SUBMERSIBLE PUMPSET ALONG WITH ALLIED WORKS AT DOPASA DANGA. |
| 73 | PITC of 5000 GPH x 300 Mtrs. Head HC Pumpset and allied jobs for pumping station Kapain de Bain. |
| 74 | PITC OF SUBMERSIBLE PUMPSET ALONG WITH ALLIED WORKS AT SUMAH. |
| 75 | PITC OF 100 KVA VOLTAGE STABILIZER ALONG WITH ALLIED WORKS FOR PUMPING STATION SUMAH. |
| 76 | REDEVELOPMENT OF TUBEWELL AT HARI MANDIR AND SUMAH Please Enable Macros to View BoQ information |
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