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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.1 Cr+₹13.1 L (13.0%)Rejected-Finance | ₹1.1 Cr+₹13.1 L (13.0%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹1.2 Cr+₹17.3 L (17.2%)Rejected-Finance | ₹1.2 Cr+₹17.3 L (17.2%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹1.2 Cr+₹17.5 L (17.4%)Rejected-Finance HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹1.2 Cr+₹17.5 L (17.4%) | L4 | Rejected-Finance Rejected |
Tender Value
₹1.3 Cr
EMD Value
₹1.6 L
Closing Date
31 Aug 2022, 11:00 amClosed
Executive Engineer
Jal Shakti Division, Baddi
SH Laying jointing testing and commissioning of HDPE Pipe in distribution system of 160mm dia PE 80 PN 4 Construction of MDT and out Lets of pump house for Tube well 1 Damowal 2 Kunjhal Muslim Basti 3 Satiwala 4 Surajpur 5 Mandhala Upper 6 Bhatouli K
2022_HPIPH_63844_1
4063-4163 Dated 18/08/2022
Open Tender
Civil Works
Item Rate
730 days
Baddi
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
₹1.6 L
Yes
13 Sept 2024
20 Aug 2022
31 Aug 2022
20 Aug 2022
31 Aug 2022
20 Aug 2022
Amount
Excavation in foundation trenches upto all depths in all classification of earth work such as pick work,jumper work, saturated soil including bailing of pumping out water,blasting soft/hard rock where blasting is prohibited.In all lifts including trimming and dressing of sides,levelling of beds to correct grade i/c shoring,strutting,planking timbering and dewatering wherever required,stacking the usable and un-useable material / soil separately and after laying, jointing of pipes returning the useable soil in trenches in trenches in 15 cm (fifteen centimeters) layers including consolidating of each of each deposited layer by ramming and watering and disposing of all surplus excavated soil un useable materials as directed within all leads & lifts including restoration of un-metalled surfaces to its original condition and including cost of diverson for traffic night signals, fixing caution boards, crossing over trenches for excess to houses, fencing etc.complete in all respect with in all leads & lifts as per the direction of the Engineer-in-charge.
Excavation in drain and channels etc. earth work for pipes upto all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is probihited in all lifts including jungle clearence wherever required, trimming & dressing of sides, levelling of beds to correct grade including shoring/struting, planking , timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/ unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, right signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc. complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.
Providing and laying cement concrete 1:4:8(Icement:4sand:8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work and cement in foundation and plinth including carriage of material in all leads & lifts.
2nd class brick work using common burnt clay building bricks in foundation and Plinth in cement mortor 1:4 ( 1 cement:4 sand ).in all leads and lifts as per the direction of the Engineer-in-Charge.
15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement : 3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.
40mm thick cement concrete flooring 1:2:4(1 cement:2sand:4graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement including carriage of materials with in all leads and lifts.
Providing & fixing V- Notch at 90° (degree) complete in all respect including carriage of material in all leads & lifts.
Providing, fixing Alfa valve complete in all respect as directed by the Engineer-in-charge.
Laying, jointing, testing and commissioning of heigh density polythene pipe for use for buried water main and services and for water supply above ground , both inside and out side building duly ISI marked ( IS-4984-1995) as amended upto date of PE 80 of pressure 4.0 of the following diameter (Earth work work to be measured ans paid for separately) complete in all respect, including entire carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.
160 mm dia HDPE pipe PN.4.0 PE 80 IS:4984
RAM KISHAN CHANDEL
Gulrez Mohammed
Vijay Kumar
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