Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹4.7 L+₹20,485.91 (4.52%)Rejected-Finance VILL JADAINEE HATHNI KI DHATO P O BYCHARI VIA TOTU TEHSIL DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | L2 | Rejected-Finance Reject | |
| 3 | L3₹5.0 L+₹51,108.79 (11.3%)Rejected-Finance | L3 | Rejected-Finance Reject | |
| 4 | L4₹5.1 L+₹57,451.56 (12.7%)Rejected-Finance | L4 | Rejected-Finance Reject | |
| 5 | L5₹5.3 L+₹75,303.66 (16.6%)Rejected-Finance VILL BANOUN PO JABRI TEHSIL DISTT SHIMLA HP | L5 | Rejected-Finance Reject |
Tender Value
₹6.2 L
EMD Value
₹12,467
Closing Date
1 Jul 2023, 11:00 amClosed
Executive Engineer Jal Shakti Division Nahan
Executive Engineer Jal Shakti Division Nahan
C/O of pump house) under JJM
2023_HPIPH_75261_2
NHN-SMROO-722- 3889-3959 dt 19-6-23
Open Tender
Civil Works
Item Rate
90 days
Dadahu
Please refer Tender documents.
9 documents required · 9 mandatory
₹250
Executive Engineer Jal Shakti Division Nahan
₹12,467
Yes
18 Aug 2023
20 Jun 2023
1 Jul 2023
20 Jun 2023
1 Jul 2023
25 Jun 2023
Amount
Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge 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 by the Engineer –in-charge in all leads and lifts.
Providing and laying cement concrete 1:6:12 (1Cement:6sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
Squarred rubble stone masonry coursed with hard stone of approved quality in foun. & plinth i/c racking out of joints in CM 1:6 in all leads & lifts
Providing and laying damp proof course 38mm thick with cement concrete 1:2:4 (1cement:2sand:4 graded stone aggregate 12.50 mm nominal size and curing complete in all leads and lifts.
Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70 kg. per Sqm. on damp proof course after cleaning the surface with af loating piece of cloth lightly socked in Kerosene oil in all leads and lifts.
Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts. and carriage of material and as per direction of Engineer incharge
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike?plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with adjustable lugs with split end tail to each jamb
Providing and fixing 1 mm thick M.S sheet garrage door with frame of 40 mmX 40mm X6mm angle iron 3.15 mm m.s gusset plates at the junctions and corners,all necessary fittings complete including applying a priming coat of red lead paint. Using M.S angles 40mm x 40mm x 6mm for diaganal braces in all respect and as per direction of Engineer Incharge.
Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows including bright finished black enameled iron hinges with necessary screws. 40 mm thick 1st class Chil wood
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.
a )Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.
b) Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor.
Providing and laying cement concrete work 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 floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level.
Providing and laying cement concrete work 1:1.5:3(1cement:1.50 sand: 3 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
(a) Lintels, beams ,griders bressumers and cantilevers upto all floor level.
Cement concrete flooring 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40mm thick) in all leads and lifts.
20 mm cement plaster in single coat on rough side of brick /stone masonary for interior plastering upto floor two level 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(1cement:6app.sand) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
6mm cement plaster in ceiling in cement mortar 1:3 (1cement:3sand) including all leads lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing plinth protection 50mm thick in cement concrete 1:3:6) 1cement : 3sand : 6graded stone agg. 20mm nominal size) including finishing the top surface of concrete smooth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
Providing mild/tor steel reinforcement for R.C.C. work including bending and binding and placing in position complete up to floor two level including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.
Painting two coats (excluding priming coat)on new steel and other metal surface under coat with ready mixed paint brusing to give an even shade including cleaning the surface all dirt,dust and other foreign matter :-- With readymixed paint other than white in all leads and lifts. as per direction of Engineer incharge
Applying priming coat over new steel and metal 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 primer pink in all leads and lifts. as per direction of Engineer incharge
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 give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts. and as per the direction of Engineer incharge.
Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials. in all leads and lifts. and as per the direction of Engineer incharge.
Providing and fixing M.S.fan clamp (Type-I of 16 mm dial M.S. 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 frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size.
Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete in all respect
(a) Sliding door bolts 250x16mm.
(b-i) M.S. tower bolts (Barrel type) 200x10mm.
(b-ii) M.S. tower bolts (Barrel type) 150x10mm.
(b-iii) M.S. tower bolts (Barrel type) 100x10mm.
(c-i) M.S. handles 125 mm dia
(c-ii) M.S. handles 75 mm dia
Providing and fixing of MS round bars (16 mm) in windows and ventilators. including all lead and lift and as per the direction of Engineer incharge
Parmod Kumar Thakur
OM PARKASH SHARMA
NOKH RAM SHARMA
stage.html
html • 0.05 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 .