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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹32.8 L (24.9%)Admitted-Finance VPO CHAMBI | CHAMBA | HIMACHAL PRADESH | 176207 | ₹1.6 Cr+₹32.8 L (24.9%) | L2 | Admitted-Finance |
| 3 | L3₹2.1 Cr+₹75.5 L (57.3%)Admitted-Finance | ₹2.1 Cr+₹75.5 L (57.3%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹77.9 L (59.1%)Admitted-Finance | ₹2.1 Cr+₹77.9 L (59.1%) | L4 | Admitted-Finance |
| 5 | L5₹2.2 Cr+₹86.7 L (65.8%)Admitted-Finance | ₹2.2 Cr+₹86.7 L (65.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HYDRAULIC ENGINEERING COMPANY L4 | competent associates L5 | Oasis Enterprises L3 | Tek Singh Raghav L2 | ASHEESH DEV L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including bailing or pumping out water, blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed lift up to 1.50 mtr, stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering and dewatering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 1,877.1 | Cum | 710 ₹13,32,741 | 745 ₹13,98,439.5 | 690 ₹12,95,199 | 595 ₹11,16,874.5 | 380 ₹7,13,298 Lowest |
| 2.00 | Providing and laying Cement Concrete work using concrete mix of M-10 with graded stone aggregate 40mm nominal size and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 57.75 | Cum | 8,200 ₹4,73,550 | 8,500 ₹4,90,875 | 7,850 ₹4,53,337.5 | 6,095 ₹3,51,986.25 | 4,700 ₹2,71,425 Lowest |
| 3.00 | Providing and laying Cement Concrete work using concrete mix of M-30 with graded stone aggregate 20mm nominal size and finishing with curing complete excluding cost of form work plain concrete work in foundation, footings, bases of column and the like and mass concrete including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 514.76 | Cum | 12,500 ₹64,34,500 | 12,700 ₹65,37,452 | 11,900 ₹61,25,644 | 7,295 ₹37,55,174.2 | 7,000 ₹36,03,320 Lowest |
| 4.00 | Providing Mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete in all respect upto floor two level with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 463.28 | Qtl | 7,600 ₹35,20,928 | 7,900 ₹36,59,912 | 7,800 ₹36,13,584 | 7,495 ₹34,72,283.6 | 6,800 ₹31,50,304 Lowest |
| 5.00 | Providing and laying cement concrete 1:5:10 (1 cement:5 sand:10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/ breast walls , the size of plums shall usually be 150mm to 300mm as per HPPWD specifications complete in all leads and lifts as per the direction of Engineer-in-charge. | 736.29 | Cum | 6,900 ₹50,80,401 | 7,500 ₹55,22,175 | 6,750 ₹49,69,957.5 | 5,595 ₹41,19,542.55 | 3,600 ₹26,50,644 Lowest |
| 6.00Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centering shuttering struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:- | ||||||||
| 6.01 | Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress,plinth and string courses and the like in all leads and lifts as per the direction of Engineer-in-Charge. | 1,114.75 | Sqm | 400 ₹4,45,900 | 450 ₹5,01,637.5 | 410 ₹4,57,047.5 | 325 ₹3,62,293.75 | 300 ₹3,34,425 Lowest |
| 7.00 | Providing and laying Boulder filling dry hand packed tightly as in wire crate apron bunds ( Wire Crate to be measured and paid separately) including carriage of materials complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 183.75 | Cum | 1,670 ₹3,06,862.5 | 1,750 ₹3,21,562.5 | 1,690 ₹3,10,537.5 | 1,995 ₹3,66,581.25 | 1,125 ₹2,06,718.75 Lowest |
| 8.00 | Providing and laying Stone filling in wire crate made of GI Wire filled with boulders with square cut faces against the wire ( Wire Crate to be measured and paid separately) including carriage of materials complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 338.5 | Cum | 1,670 ₹5,65,295 | 1,750 ₹5,92,375 | 1,670 ₹5,65,295 | 2,195 ₹7,43,007.5 | 1,150 ₹3,89,275 Lowest |
| 9.00 | Providing and laying wire crate made of GI Wire filled with boulders with square cut faces against the wire ( Boulder filling to be measured and paid separately) with GI wire 5.0 mm thick corresponding to (SWG-6) of 15X15 cm mess in cross gabion structure including carriage of materials complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 2,911.2 | Sqm | 630 ₹18,34,056 | 650 ₹18,92,280 | 620 ₹18,04,944 | 395 ₹11,49,924 | 370 ₹10,77,144 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹1.7 L
Closing Date
25 May 2022, 5:00 pmClosed
EE
EXECUTIVE ENGINEER JAL SHAKTI DIVISION BAGGI
construction of rain water harvesting structure check dam of height 3.50 mtrs
2022_HPIPH_60733_1
EE-JSD-BAGGI/2022- 8010-60 DATED 17/5/2022
Open Tender
Civil Works
Item Rate
180 days
Baggi
as per NIT
6 documents required · 6 mandatory
₹1,500
EE BAGGI
₹1.7 L
Yes
24 Apr 2023
18 May 2022
26 May 2022
18 May 2022
25 May 2022
19 May 2022
Amount
Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including bailing or pumping out water, blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed lift up to 1.50 mtr, stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering and dewatering where ever required as per direction & best satisfaction of the Engineer-in-Charge.
Providing and laying Cement Concrete work using concrete mix of M-10 with graded stone aggregate 40mm nominal size and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Providing and laying Cement Concrete work using concrete mix of M-30 with graded stone aggregate 20mm nominal size and finishing with curing complete excluding cost of form work plain concrete work in foundation, footings, bases of column and the like and mass concrete including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Providing Mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete in all respect upto floor two level with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Providing and laying cement concrete 1:5:10 (1 cement:5 sand:10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/ breast walls , the size of plums shall usually be 150mm to 300mm as per HPPWD specifications complete in all leads and lifts as per the direction of Engineer-in-charge.
Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centering shuttering struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:-
Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress,plinth and string courses and the like in all leads and lifts as per the direction of Engineer-in-Charge.
Providing and laying Boulder filling dry hand packed tightly as in wire crate apron bunds ( Wire Crate to be measured and paid separately) including carriage of materials complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Providing and laying Stone filling in wire crate made of GI Wire filled with boulders with square cut faces against the wire ( Wire Crate to be measured and paid separately) including carriage of materials complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Providing and laying wire crate made of GI Wire filled with boulders with square cut faces against the wire ( Boulder filling to be measured and paid separately) with GI wire 5.0 mm thick corresponding to (SWG-6) of 15X15 cm mess in cross gabion structure including carriage of materials complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Design, fabrication and supply at site first stage embedded parts including shop painting etc. complete as per technical specification and/or as directed by the Engineer, Design fabrication and supply at second stage embedded parts of gate including shop painting etc. Complete as per technical specification and/or as directed by the Engineer, Design fabrication and supply at site fixed wheel vertical lift gates of size 1000mm (width) X1200mm (height) with all accessories such as thrust pads, seals, guides, skin plates, stiffeners, horizontal and vertical girders, lifting arrangements etc. including shop painting, as per IS 4622 and technical specification and/or as directed by the Engineer, Design fabrication including paint shop and supply at the site hoistbridge and deck over gate opening in the intake including hand railing, approach ladder/stairways etc. complete as per technical specifications and/or as directed by the Engineer, design fabrication and supply including shop painting of dogging beam arrangement with its embedded parts complete as per technical specification complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Laying, jointing, testing and carriage in trenches (to be leveled to grades), IS marked GI pipes (Heavy/Medium Grade) of 100mm diameter conforming to IS 1239-1990 (Part I ) (latest with up to date ammendments) of grade and wall thickness as specified below, suitable to with stand required hydraulic test pressure in random length 4 to 6 mtr with plane ends. The laying of pipes confirm to IS 5822-1994 and as per CPHEEO manual and will include all operations such as flushing, cleaning and hydraulic testing complete in all respect to the entire satisfaction of Engineer-in-Charge including entire carriage of materials in all leads and lifts. (Earth work in trenches, Butt Welding will be measured and paid for separately).
Providing circumferential butt welded joints by electrical arc welding to GI pipe, welded in requisite number of weld runs so as to achive the minimum effective throat thickness of welds confirming to IS 816-1969 specifications by using welding electrodes of 2.50mm to 6.3mm of advani oerilikon (Adore) - CITOJET/ES/ESAB make confirming to IS 814-1991, include die penitration test at site of work complete in all respect including manual/ mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. (100mm dia)
Provision for Structural design and drawings (after acertaining the safe bearing capacity of the soil at site) The structural design and drawings for Check Dam duly vetted from PEC Chandigarh/NIT Hamirpur shall be submitted by the contractor for approval of the department before start of work in 6 number copies complete in all respect as per the direction and entire satisfaction of Engineer-in-Charge.
Tek Singh Raghav
Oasis Enterprises
HYDRAULIC ENGINEERING COMPANY
competent associates
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