Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.1 Cr+₹14.7 L (15.8%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹1.1 Cr+₹16.6 L (17.8%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹1.2 Cr+₹25.5 L (27.3%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹1.2 Cr+₹29.6 L (31.8%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SH ASHWANI KUMAR L4 | PAWAN KUMAR L6 | M/S ESPRO CONCRETING L3 | TARSEM CHAND L1 | Mohd Rafeeq L2 | M/S PARVINDER SHARMA GOVT CONTRACTOR L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 meters: all kind of soil: | 12,000 | CUM | 200 ₹24,00,000 | 200 ₹24,00,000 | 200 ₹24,00,000 | 120 ₹14,40,000 Lowest | 150 ₹18,00,000 | 280 ₹33,60,000 |
| 2.00Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): | |||||||||
| 2.10 | Depth exceeding 1.5 m but not exceeding 3 Mtr | 15,600 | SQM | 100 ₹15,60,000 | 200 ₹31,20,000 | 50 ₹7,80,000 Lowest | 100 ₹15,60,000 | 180 ₹28,08,000 | 100 ₹15,60,000 |
| 2.20 | Depth exceeding 3m but not exceeding 4.5 mtr | 4,400 | SQM | 100 ₹4,40,000 | 25 ₹1,10,000 Lowest | 50 ₹2,20,000 | 100 ₹4,40,000 | 200 ₹8,80,000 | 100 ₹4,40,000 |
| 3.00Bedding for Pipe | |||||||||
| 3.10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:5:10 (1Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40mm nominal size) | 138.75 | CUM | 1,500 ₹2,08,125 Lowest | 4,000 ₹5,55,000 | 3,500 ₹4,85,625 | 2,200 ₹3,05,250 | 3,200 ₹4,44,000 | 4,000 ₹5,55,000 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:3:6 (1Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20mm nominal size) | 185 | CUM | 4,400 ₹8,14,000 | 4,800 ₹8,88,000 | 4,000 ₹7,40,000 Lowest | 4,000 ₹7,40,000 Lowest | 4,200 ₹7,77,000 | 4,500 ₹8,32,500 |
| 5.00Gravity Mains | |||||||||
| 5.10 | Providing and Laying non-pressure (NP2) class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing of joints etc. complete 250 mm dia RCC Pipe. | 3,700 | MT | 730 ₹27,01,000 | 800 ₹29,60,000 | 1,050 ₹38,85,000 | 600 ₹22,20,000 Lowest | 700 ₹25,90,000 | 730 ₹27,01,000 |
| 6.00Appurtenances for Gravity Sewers:- Construction of brick masonry circular/rectangular type manholes 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement : 4 coarse sand), in side cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat and neat cement, foundation concrete 1:3:6 mix ( 1 cement:3 coarse sand:6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 0.91 m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4 ( 1 cement : 2 Coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately.) With F.P.S bricks with class designation 75 & with crushed stone aggregate. | |||||||||
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
10 Feb 2023, 4:00 pmClosed
Executive Engg SIDCO Const Division Ghatti Kath
Office of Executive Engg SIDCO Const Division Ghatti Kathua
Construction of Sewerage and Drainage Disposal System for Industrial Effluent Under Village Mearth at Industrial Complex Ghatti - Kathua
2023_SIDCO_202855_1
10 of 2022-23
Open Tender
Miscellaneous Works
Item Rate
40 days
KATHUA
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,500
Yes
A/c No. 0141010200000003
₹2.8 L
Yes
17 Feb 2023
19 Jan 2023
11 Feb 2023
23 Jan 2023
10 Feb 2023
23 Jan 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 meters: all kind of soil:
Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
Depth exceeding 1.5 m but not exceeding 3 Mtr
Depth exceeding 3m but not exceeding 4.5 mtr
Bedding for Pipe
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:5:10 (1Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:3:6 (1Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20mm nominal size)
Gravity Mains
Providing and Laying non-pressure (NP2) class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing of joints etc. complete 250 mm dia RCC Pipe.
Appurtenances for Gravity Sewers:- Construction of brick masonry circular/rectangular type manholes 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement : 4 coarse sand), in side cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat and neat cement, foundation concrete 1:3:6 mix ( 1 cement:3 coarse sand:6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 0.91 m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4 ( 1 cement : 2 Coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately.) With F.P.S bricks with class designation 75 & with crushed stone aggregate.
900 mm dia with average depth upto 1.50 m.
Constructing brick masonry circular/rectangular type manholes1.22 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement : 4 coarse sand), in side cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat and neat cement, foundation concrete 1:3:6 mix ( 1 cement:3 coarse sand:6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 1.68 m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4 ( 1 cement : 2 Coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately.) 1200 mm dia with average depth upto 2.25 m
Providing MS footrest including fixing in M.H with 20×20×10 cm Cement concrete block 1:3:6 as standard specified with 20mm dia round bar (Complete job as specified)
Providing cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 find sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 Cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications for 150 mm average diameter
Construction of user chamber including supply of all material labour T&P, and 10m length, 100mm dia PVC connecting pipe etc. complete.
Mohd Rafeeq
M/S ESPRO CONCRETING
SH ASHWANI KUMAR
M/S PARVINDER SHARMA GOVT CONTRACTOR
PAWAN KUMAR
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.11 MB
BOQ_542429.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .