Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LAccepted-AOC VILLAGE KHADED P O CHOWAI TEHSIL ANNI DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172001 | L1 | Accepted-AOC AOC | |
| 2 | L2₹27.2 L+₹31,188.50 (1.16%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RAMESH CHAND THAKUR L2 | Kishori Lal L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed: complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge. | 18.43 | Cum | 320 ₹5,897.6 Lowest | 320 ₹5,897.6 Lowest |
| 2.00 | Excavation in foundation and trenches etc.(for pipes & pits) in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | 120.36 | Cum | 320 ₹38,515.2 Lowest | 320 ₹38,515.2 Lowest |
| 3.00 | Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge. | 12.86 | Cum | 7,400 ₹95,164 | 7,200 ₹92,592 Lowest |
| 4.00 | Providing and laying cement concrete 1:6:12(1cement: 6 sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. a) Foundation and plinth | 4.55 | Cum | 7,400 ₹33,670 | 7,200 ₹32,760 Lowest |
| 5.00Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work including complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | |||||
| 5.01 | a) Foundation and plinth | 6.37 | Cum | 10,600 ₹67,522 | 10,500 ₹66,885 Lowest |
| 5.02 | b) Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. | 25.81 | Cum | 10,600 ₹2,73,586 | 10,500 ₹2,71,005 Lowest |
| 6.00Providing and laying cement concrete 1:2:4(1cement: 2sand: 4graded stone aggregate of 20mm nominal size) and curing complete excluding cost of form reinforcement of reinforced concrete work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | |||||
| 6.01 | Foundations, footings bases of columns and the like and mass concrete. | 6.92 | Cum | 9,600 ₹66,432 | 9,500 ₹65,740 Lowest |
| 6.02 | Column,s pillars posts and struts upto floor two level. | 24.41 | Cum | 9,500 ₹2,31,895 Lowest | 9,500 ₹2,31,895 Lowest |
Tender Value
₹23.1 L
EMD Value
₹46,104
Closing Date
28 Jul 2025, 5:00 pmClosed
EE JSD Anni
EE JSD Anni
SH Cons of Balanced Delivery tank of 255000 Ltr Capacity C/O Main delivery tank 107800 ltr Cons of Pump House Cum attendant quarter 1 Nos at stage 2 below 50B HP cons of Anchor block 30 No. Balance Work
2025_HPIPH_110442_1
3596-3646
Open Tender
Civil Works
Item Rate
180 days
Anni
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹46,104
26 Aug 2025
19 Jul 2025
29 Jul 2025
19 Jul 2025
28 Jul 2025
19 Jul 2025
Amount
Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed: complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
Excavation in foundation and trenches etc.(for pipes & pits) in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:6:12(1cement: 6 sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. a) Foundation and plinth
Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work including complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
a) Foundation and plinth
b) Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.
Providing and laying cement concrete 1:2:4(1cement: 2sand: 4graded stone aggregate of 20mm nominal size) and curing complete excluding cost of form reinforcement of reinforced concrete work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
Foundations, footings bases of columns and the like and mass concrete.
Column,s pillars posts and struts upto floor two level.
Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels
Stair cases (except spiral stair cases) excluding landing but including preparing of the surface and finish of nosing upto all floor level.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like
Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts
Foundations, footings bases of columns and the like and mass concrete.
Column,s pillars posts and struts upto floor two level.
Beams, cantilever, Girders & lintals sides & soffits of beams, beams, haunching cantilever girders not exceeding 1mtr. Depth.
Slopping and battering surfaces including folded plates where inclination to horizontal plane exeeds 30 degrees.
Edge of slab and break in floor 20 cm wide
Stair cases (except spiral stair cases) excluding landing but including preparing of the surface and finish of nosing upto all floor level.
Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
Half Brick work with conventional using comman burnt clay building bricks in super structure up to floor two level First class brick in cement motor 1:3 (1cement:3 sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer in charge.
Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge
ii) Profile- B
iii) Profile- C
Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of E-in-charge.
15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:6 (1cement:6sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.
20mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two leve including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1 cement:6 Sand)
6mm thick cement plaster in CM 1:3 (1cement 3 sand in roof slabs
White washing with lime on undecorated wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt, dust mortor dust and other foreign matter
Distempering (two coats) with oil bound washable distemper of approved brand and manufacturing and of required shade on undescorated wall surface on all floor to give and even shade including throughly brooming the surface to remove all dirt, dust mortor dust and other foreign matter
Finishing wall with water profing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give and even shade after throughly brushing the surface to remove all dirt and remanins of loose powdered materials.
Precast terrazzo tiles 20mm thick with marble chips of specified sizes laid in floors treads of steps and lanings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) joited with neat cement slurry mixed with pigment to match the shade of tiles . selvary grey
In Skirting & riser of steps and dado incment plaster 1:3 (1 cement :3 sand) and jointed with white slurry. Selvary grey
Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting. Ready mixed paint brushing wood primer pink. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing & fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plain grills. complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts and as per directed by the Engineer-in-charge.
Providing and fixing anodised MS sliding door bolts with bolts and nuts screws etc. complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. 250x16 mm.
Providing and fixing anodised MS tower bolts ( barrel type) with screws etc. complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts
Providing ad fixing anodised MS handles with necessary screws etc. complete as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. 125 mm.
Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement: 3sand :6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge.
Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3 sand: 6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.
Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm. Mesh).
Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately) complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand)as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.
Steel work in single sections including cutting, hoisting, fixing in position and applying a primming coat of red lead paint. In R.S Joists, Channels, angles, tee & similar works complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.
Supplying and fixing wovenplains G.I. wire fencing of mesh 50mm to 150mm to any type of standard rails, strainging boets etc. including provision of binding wire, staples etc
Supplying and fixing of 1.80 Mtrs. high fencing with 2.50Mtrs.angle iron posts 2.5Mtrs.centre to centre with nine horizontal line and two diagonals of galvanized steel barbed wire (IS: 278-1962 Type-I) weighting 9.38 Kg./ per 100Mtrs.strained fixed to posts with G.I. staples, i/c painting of posts complete cost of post, struts, and storing bolts shall be paid for separately i/c all leads and lifts.
RAMESH CHAND THAKUR (BID ID -539501)
stage.html
html • 0.04 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 • 0.03 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 .