Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.5 LAccepted-AOC ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹42.5 L Quoted ₹43.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹44.5 L+₹1.1 L (2.54%)Accepted-AOC HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | ₹44.5 L+₹1.1 L (2.54%) | L2 | Accepted-AOC Accepted |
| 3 | L3₹48.2 L+₹4.8 L (11.1%)Accepted-AOC | ₹48.2 L+₹4.8 L (11.1%) | L3 | Accepted-AOC Accepted |
| 4 | L4₹51.6 L+₹8.3 L (19.0%)Accepted-AOC | ₹51.6 L+₹8.3 L (19.0%) | L4 | Accepted-AOC Accepted |
| 5 | L5₹52.8 L+₹9.4 L (21.7%)Accepted-AOC NOT AVAILABLE | NA | NA | 121004 | ₹52.8 L+₹9.4 L (21.7%) | L5 | Accepted-AOC Accepted |
Tender Value
₹39.2 L
EMD Value
₹66,280
Closing Date
21 Oct 2019, 11:00 amClosed
Executive Engineer
IPH Division Bilaspur
Lift Irrigation Scheme Parnal in Tehsil Ghumarwin District Bilaspur (SH Construction of pump house with Chowkidar room having plinth area 27.47 Sqmt and construction of check dam 45 mtrs length).
2019_HPIPH_31996_1
11446-11545 dated 05-10-2019
Open Tender
Civil Works
Item Rate
90 days
Parnal under IPH Sub Division Kandrour
Please refer tender documents
7 documents required · 7 mandatory
₹400
Yes
EE IPH Division Bilaspur
₹66,280
Yes
13 Jan 2020
5 Oct 2019
21 Oct 2019
5 Oct 2019
21 Oct 2019
5 Oct 2019
5 Oct 2019 - 21 Oct 2019
Amount
Excavation in foundation and trenches etc. in earth work in all lead and lifts in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock chiseling/wedging out of rock) where blasting is prohibited saturated soil including out of water stacking the excavated soil in 15cm layers, when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated soil including bailing / pumping out of water, stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts and to the entire satisfaction of the Engneer-in-charge.
Providing and laying cement concrete 1:6:12 (1cement: 6sand: 12 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering in foundation and plinth and to the entire satisfaction of the Engineer-in-charge.
Square rubble masonry coursed with hard stone of approved quality in foundation and plinth cement mortar 1:6 (1cement: 6sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and laying damp proof course 38mm thick cement concrete 1:2:4 (1cement: 2sand: 4 graded stone agg. 12.50mm nominal size and curing complete in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70kg/per sqm on damp proof course after cleaning the surface with following piece of cloth lightly socked in kierosene oil in all lead and lifts.
Brick work using common burnt clay building bricks 2nd class in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement: 6sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing wood work in frames of doors,windows and other frames wrought framed and fixedin position withsecond class deodarwood in all leads and lifts
Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts
Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws 2nd class deodar wood 40mm thick including carriage of material in all leads & lifts.2nd class deodar wood and to the entire satisfaction of the Engineer-in-charge.
Providing 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, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in
Flat surfaces such as soffits of suspended floor, roofs, landings and the like floors etc. up to 200mm thickness.
Beam cantileverfs, girders and lintels, sides and soffits of beams, hounding, cantilevers, bressumers 1.00mtr in depth in all leads and lifts.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.
Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete work 1:1.5:3 (1cement:1.5 sand: 3 graded stone agg. 20mmnominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete workin:-
Lintels, beams, girdersbressumers and cantilvers upto floor level
Providing 40mm thick cement concrete flooring 1:2:4 (1cement: 2sand: 4 graded stone aggregate nominal size laid in one layer finished with floating coat of neat cement and to the entire satisfaction of the Engineer-in-charge.
20 mm cement plaster in single coat of rough side of brick/stone masonry for interior plastering up to floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth CM 1:6 (1cement: 6sand).
6mm thick cement plaster to ceiling in CM 1:4 (1cement:4sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone agg. 20mm nominal size) and to the entire satisfaction of the Engineer-in-charge.
Providing tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.
Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter.
Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts.
Painting two coats (excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.
White washing with lime on undecorated walls surface ( two coats) to given an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matterin all leads and lifts.
Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after throughly brushing the surface to remove all dirt and remains of loose powdered material in all leads and lifts.
Providing and fixing M.S fan clamps (type-I) of 16mm dia MS bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop all as per standard design complete.
Providing 40x3mm flat iron hold fast 40cm long including fixing to frames with ten millimeters dia of bolts nuts and wooden plug and embedding in cement concrete block 30x30x15, 1:3:6 (1cement:3sand: 6 graded stone) agg. 20mm.
Providing and fixing anodized aluminium sliding door bolt 250mmx16mm with nut and bolts complete in all respect
Providing and fixing MS tower bolt barrel type 200x10mm with screws etc.
Providing and fixing M.S tower bolt (barrel type)150x10mm with screws etc.
Providing and fixing MS tower bolt (barrel type) 100x10mm with screws etc.
Providing and fixing MS handle 125mm with screws etc.
Providing and fixing MS handle 100mm with screws etc.
Providing and fixing MS round bar 16mm in required spacing in windows, vantilators etc.
Stone / boulder filling in the retaining wall in all leads and lifts
Providing and laying cement concrete 1:4:8 (1cement:4sand:8 graded stone agg. 40mmnominal size) and curing complete excluding the cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-charge.
Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3(1cement: 3sand) and to the entire satisfaction of the Engineer-in-charge.
Wire crates of G.I wire filled with boulder with square cut faces against the wire (wire crates to be measured and paid for separately) and to the entire satisfaction of the Engineer-in-charge.
Wire crates of G.I. wire filled with boulders with square cut faces against the wire GI wire 5mm thick 15x15 mesh (boulders filling to be measured and paid for separately) SWG-6 in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
SHYAM LAL
ASHISH DHIMAN
Samjeev Malhotra
MNBN Enterprises
RATTAN LAL
Dogra Construction Company Pvt Ltd
Parkash Chand Sharma
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
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 .