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Construction And Commissioning Glr 20 Kl Cwt 35 Kl And Providing Laying And Jointing Of Pipe Line Talab Kd Dhanana Under Badp 2019-20, Jaisalmer-Rajasthan

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.




Tender Notice

24139714
Corrigendum : Construction And Commissioning Glr 20 Kl Cwt 35 Kl And Providing Laying And Jointing Of Pipe Line Talab Kd Dhanana Under Badp 2019-20
Open Tender
Indian
Rajasthan
Jaisalmer
07-05-2020

Tender Details

construction and commissioning Glr 20 Kl Cwt 35 Kl And Providing Laying And Jointing Of Pipe Line Talab Kd Dhanana Under Badp 2019-20

Corrigendum Details

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

Key Value

Document Fees
INR 500 /-
EMD
INR 24000.0 /-
Tender Value
INR 12 Lakhs /-

BOQ Items

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
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