Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 CrAdmitted-Finance 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹7.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.1 Cr+₹10.2 L (1.45%)Admitted-Finance | ₹7.1 Cr+₹10.2 L (1.45%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical VPO CHAMBI | CHAMBA | HIMACHAL PRADESH | 176207 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | sanjeev kumar L1 | Dogra Construction Company Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect. | 22,364.08 | cum | - | - |
| 2.00Laying,jointing and testing in trenches centrifugally cast (spun) Ductile Iron pressure pipes for water, gas and sewage with socket and spigot ends conforming to IS-8329-2000 and latest with upto date amendments in length of 5 to 6.00 mtrs. class K7 suitable for push on joint (rubber gasket D-jointing) including short pieces, collars with cement mortar lining in side the pipes with outside zinc coating as per IS-8329-2000. (Earth work in trenches to be measured and paid for separately) | |||||
| 2.01 | 150 mm dia K7 | 8,161 | Rmt | - | - |
| 2.02 | 200 mm dia K7 | 720 | Rmt | - | - |
| 2.03 | 250 mm dia K7 | 990 | Rmt | - | - |
| 2.04 | 300 mm dia K7 | 1,050 | Rmt | - | - |
| 3.00 | Providing and Laying of Tyton (push on joints) to ductile iron pipes class K7 and fittings including testing of joints and fixing of tyton rubber ring (SBR quality) conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia | 4,440 | Nos. | - | - |
| 4.00 | Providing and Laying of Tyton (push on joints) to ductile iron pipes Bend class K7 and fittings including testing of joints and fixing of tyton rubber ring (SBR quality) conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia | 740 | Nos. | - | - |
| 5.00 | Providing and Laying of Tyton (push on joints) to ductile iron pipes Y Connection class K7 and fittings including testing of joints and fixing of tyton rubber ring (SBR quality) conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia | 740 | Nos. | - | - |
| 6.00 | Providing and Laying of Tyton (push on joints) to ductile iron pipes Plugs class K7 and fittings including testing of joints and fixing of tyton rubber ring (SBR quality) conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia | 740 | Nos. | - | - |
Tender Value
₹3.8 Cr
EMD Value
₹4.2 L
Closing Date
13 Jan 2020, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER IPH DIVISION BAGGI
AS PER BOQ
2019_HPIPH_33581_1
EE-IPH-BGI/2019- 14868-918 DATED 21/12/2019
Open Tender
Civil Works
Item Rate
365 days
BAGGI
AS PER NIT
6 documents required · 6 mandatory
₹2,500
EE Dodrakawar
₹4.2 L
Yes
MANDI
3 Feb 2020
21 Dec 2019
14 Jan 2020
23 Dec 2019
13 Jan 2020
23 Dec 2019
2 Jan 2020
Amount
Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.
Laying,jointing and testing in trenches centrifugally cast (spun) Ductile Iron pressure pipes for water, gas and sewage with socket and spigot ends conforming to IS-8329-2000 and latest with upto date amendments in length of 5 to 6.00 mtrs. class K7 suitable for push on joint (rubber gasket D-jointing) including short pieces, collars with cement mortar lining in side the pipes with outside zinc coating as per IS-8329-2000. (Earth work in trenches to be measured and paid for separately)
150 mm dia K7
200 mm dia K7
250 mm dia K7
300 mm dia K7
Providing and Laying of Tyton (push on joints) to ductile iron pipes class K7 and fittings including testing of joints and fixing of tyton rubber ring (SBR quality) conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia
Providing and Laying of Tyton (push on joints) to ductile iron pipes Bend class K7 and fittings including testing of joints and fixing of tyton rubber ring (SBR quality) conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia
Providing and Laying of Tyton (push on joints) to ductile iron pipes Y Connection class K7 and fittings including testing of joints and fixing of tyton rubber ring (SBR quality) conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia
Providing and Laying of Tyton (push on joints) to ductile iron pipes Plugs class K7 and fittings including testing of joints and fixing of tyton rubber ring (SBR quality) conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia
Providing RCC Spun vent shaft with cowl 140 mm and 200 mm internal and external diameter respectively and top 300 mm and 450 mm inter and external diameter.
Manufacturing Supplying and fixing of 1000 Ltrs capacity ( having size 1.00X1.00 X1.00 Mtrs MS flushing tank making with MS sheet 3.15 thick cost including inlets and out let flanged pipes with sluice valve and flushing pipe. The cost of tank should be including all cutting, welding, carriage and asembling etc. complete with
Providing and laying cement concrete 1:4:8( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge. .
Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form work and reinforcement including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.
Foundation ,footings bases of columns and the like mass concrete in all leads and lifts
Colums Pillers post and strut
Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level.
Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level 2nd class bricks cement mortar 1:6(1cement:6sand) including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.
15 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.
Finishing the cement plaster surface with floting coat of neat cement slurry.
Providing form work form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering ,shuttering, propping etc. 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 plaiin concrete work including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.
Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc. up to 200 mm in thickness.
Edges of slab and breaks in floors and walls under 20 cm wide.
Foundation ,footings bases of columns and the like mass concrete in all leads and lifts
Colums Pillers post and strut
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.
Providing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in RCC manholes in all leads and lifts.
Providing and fixing of SFRC manhole cover with frame confirming to IS: 12592 (Part-II) 1991 with latest amendments of different grades, discription and opening of frame medium duty circular type dia 560mm dia as per requirement in all leads and lifts.
Testing of man holes chamber including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.
Provision for restoration of roads and road crossing including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.
provision for restoration of path including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.
Dogra Construction Company Pvt Ltd
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 1.54 MB
FORM6.pdf
Tender Documents • 1.62 MB
TERMSANDCONDITIONS.pdf
Tender Documents • 0.08 MB
BOQ_48394.xls
BOQ • 0.32 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 .