Public Health Engineering Department-PHED has published Construction And Commissioning Glr 20 Kl Cwt 35 Kl And Providing Laying And Jointing Of Pipe Line Talab Kd Dhanana Under Badp 2019-20. Submission Date for this Tender is 07-05-2020. Pipe Laying Tenders in Jaisalmer Rajasthan. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 04-Apr-2020 | Date Corrigendum | Date | 21-04-2020 |
2 | 20-Apr-2020 | date corrigendum | Date | 07-05-2020 |
3 | 04-May-2020 | Technical Bidf Corrigendum | Technical Bid | 07-05-2020 |
Name of Work: CONST AND COMM GLR 20 KL CWT 35 KL AND PROVIDING LAYING AND JOINTING OF PIPE LINE TALAB KD DHANANA UNDER BADP 2019-20 | |||||
---|---|---|---|---|---|
Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | RCC GLR 20 KL | BI01010001010000000000000515BI0100001112 | ||
2 | 2 | 3.3.3 CE &TM 5/19 Coct of RCC Ground Level Reservoir (GLR) Of Folowing capacity Including earth Work for Foundetion, RCC Work, accessories, like ventilaterl Man Hole cover, MS ladder, plinth protection, inlet pipe outlet pipefor PSP CWT and washout pipe, puddle coller, hydraulic testing of structure, providing three coat of cement paint to all exposed surface of structure etc. complete in all respect as per degin data, criteria, obligotry, requirements and detailed specification, scope of work, GA drawing and direction of EIC. (3 No RCC GLR 20 KL Aamad Ki Dhani, Rahman Ki Dhani and Banke Fakir KD) | BI01010001010000000000000515BI0100001113 | 20000 | litre |
3 | 3 | B-1.18 PWD 2018 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001114 | 2.98 | Cum |
4 | 4 | B-3.2.4 PWD 2018 Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level IS 456-2000:1:3:6 (1Cement :3 Course Sand :6 Graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001115 | 3.19 | Cum |
5 | 5 | B-3.2.3 BSR 2018 Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level IS 456-2000: 1:2:4 (1Cement :3 Course Sand :6 Graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001116 | 1.79 | cum |
6 | 6 | B-4.11 PWD 2018 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. | BI01010001010000000000000515BI0100001117 | 2.52 | sqm |
7 | 7 | B-4.12.11 PWD 2018 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for: Walls (any thickness) including attached pilasters, buttresses,\nplinth and string course. | BI01010001010000000000000515BI0100001118 | 23.54 | sqm |
8 | 8 | B-13.4 PWD 2018 Providing and fabricating steel reinforcement for R.C.C. work incluiding straightening, cutting, bending, placing, in position and binding complete ( including cost of binding wire)- All complete work up to floor three level, Thermo mechanically Treated bars. | BI01010001010000000000000515BI0100001119 | 55 | kg |
9 | 9 | S-2.2 PWD 2018 S & F G.I. Pipes (External work) with G.I. Fittings (IS:1239 Mark) including trenching & refilling earth etc. | BI01010001010000000000000515BI0100001120 | ||
10 | 10 | S-2.2.2 PWD 2018 15mm dia nomonal bore | BI01010001010000000000000515BI0100001121 | 2 | mtr |
11 | 11 | S-2.2.6 PWD 2018 50mm dia nominal bore | BI01010001010000000000000515BI0100001122 | 12 | mtr |
12 | 12 | S-2.2.6 PWD 2018 80mm dia nominal bore | BI01010001010000000000000515BI0100001123 | 6 | mtr |
13 | 13 | S-2.10.1 PWD 2018 S & F push cock superior quality, of approved make, C.P. Brass 15mm. | BI01010001010000000000000515BI0100001124 | 4 | nos |
14 | 14 | RCC CWT 35.KL | BI01010001010000000000000515BI0100001125 | ||
15 | 15 | B-1/1.6 PWD 5/2019 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 mtr. All kinds of Soil. | BI01010001010000000000000515BI0100001126 | 24 | Cum |
16 | 16 | B-3.2.4 PWD 5/2019 Providing and laying cement concrete including curing compacting etc complete, using stone aggregate of 20 mm Nominal size in foundation plinth , excluding the cost of shuttering using (M-10 Grade 1:3:6) [1 Cement : 3 coarse Sand : 6 Grade Stone Aggregate] | BI01010001010000000000000515BI0100001127 | 12 | Sqm |
17 | 17 | B-3.2.3 PWD 5/2019 Providing and laying cement concrete including curing compacting etc complete, using stone aggregate of 20 mm Nominal size in foundation plinth , excluding the cost of shuttering using (M-15) Grade Mix 1:2:4\n[1 Cement : 2 coarse Sand : 4 Grade Stone Aggregate] | BI01010001010000000000000515BI0100001128 | 6.5 | Cum |
18 | 18 | B-4.1.1 PWD 5/2019 Providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. All work up to plinth level :1:1:2 (1-Cement:1-Coarse sand:2-graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001129 | 10.5 | Cum |
19 | 19 | B-4.11 PWD 5/2019 Centering and shuttering with plywood or steel sheet including strutting , propping , bracing bothway and removal of formwork for foundation in basement raft , footing ,strap beams , bases of columns , etc. upto plinth level | BI01010001010000000000000515BI0100001130 | 72 | Sqm |
20 | 20 | B-4.12.1 PWD 5/2019 Centering and shuttering with plywood or steel sheet including strutting , propping , bracing bothway with wooden members and removal of formwork for superstructure upto 4.5 m. height above plinth level Walls. ( any thickness) including attached pillasters , buttresses , plinth and string course | BI01010001010000000000000515BI0100001131 | 32 | Sqm |
21 | 21 | B-4.12.12 PWD 5/2019 Add extra for shuttering in circular work in plan upto 10 m dia. | BI01010001010000000000000515BI0100001132 | 104 | Sqm |
22 | 22 | B-4.13.4 PWD 5/2019 Providing and fabricating steel reinforcement for R.C.C. work including straigthening,cutting , bending , placing in position and binding complete (including cost of binding wire)- All complete work up to floor three level.Thermo-Mechanically Treated bars (Tata,SAIL) | BI01010001010000000000000515BI0100001133 | 550 | Kg |
23 | 23 | S-2.2 PWD 5/2019 P&F GI Pipes (Class B) (Exeternal work) with G.I. Filtter (IS : 1239 Marks) Including trenching & refilling earth. | BI01010001010000000000000515BI0100001134 | ||
24 | 24 | B-4.11 PWD 5/2019 50 mm nominal bore | BI01010001010000000000000515BI0100001135 | 5 | Mtr. |
25 | 25 | PIPE LINE | BI01010001010000000000000515BI0100001136 | ||
26 | 26 | TM may-2019/1.4 Providing, Lowering laying and Jointing in trenches, standard lengths of HDPE ISI marked Pipes as per IS-4984, 1995 (amended up to) with necessary jointing material like mechanical connectors i.e. Thread/insert joint/quick release coupler joint/compression fitting joint or flanged joint specials jointing pipe by butt fusion welding method, including all taxes, transpiration and freight charges/inspection charges, loading/ loading charges stacking of pipes, and including cost of labour and material, specials (Tee, Bend etc) satisfactory hydraulic testing etc. complete as per technical specification and direction of engineer in charge of following class and diameter (excluding eart work)\nNote: Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply up to 110 mm dia. In coil & above. 110 mm dia straight length in 6m\n | BI01010001010000000000000515BI0100001137 | ||
27 | 27 | 1.4.1.1 HDPE PE-80 PN-10 90 MM dia (with E.D.) | BI01010001010000000000000515BI0100001138 | 2600 | mtr |
28 | 28 | B-1.8 PWD 2018 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001139 | 1300 | CUM |
29 | 29 | P-11 ACE 2012 Supply & Installation CI Double Flanged Type Sluice Valve with required tail pieces as per IS : 14846 (amended upto date) duly inspected & tested with rubber gesket and requiste nut and bolts for following sizes and pressure ratings | BI01010001010000000000000515BI0100001140 | ||
30 | 30 | P-11.3 ACE 2012 IV) Size 80 mm PN 1.6 Pressure rating | BI01010001010000000000000515BI0100001141 | 8 | Each |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail