Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.5 LAccepted-AOC GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | 1 | Accepted-AOC L1 | |
| 2 | 2₹9.5 L+₹3,630.20 (0.38%)Rejected-Finance | 2 | Rejected-Finance 2 | |
| 3 | 3₹9.6 L+₹9,148.30 (0.96%)Rejected-Finance VILLAGE P O MANSIMBLE TEHSIL PALAMPUR DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | 3 | Rejected-Finance 3 | |
| 4 | 4₹10.0 L+₹53,900.60 (5.67%)Rejected-Finance | 4 | Rejected-Finance 4 | |
| 5 | 5₹10.4 L+₹93,410.34 (9.83%)Rejected-Finance | 5 | Rejected-Finance 5 |
Tender Value
₹10.8 L
EMD Value
₹21,620
Closing Date
8 Jan 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Providing Sewerage scheme New Bilaspur Town in Tehsil Sadar District Bilaspur (SH Providing laying jointing and testing of DI pipe (K-7) and Co 11 Nos manhole at Sabji Mandi Bilaspur).
2024_HPIPH_97108_1
BLP-BLP-00736 NIT No. 17001-17099 dated 23/12/2024
Open Tender
Civil Works
Item Rate
120 days
Sub Division Bilaspur Section NBT
Please refer Tender documents.
7 documents required · 7 mandatory
₹400
EE JSV Divsion Bilaspur
₹21,620
Yes
10 Mar 2025
27 Dec 2024
8 Jan 2025
27 Dec 2024
8 Jan 2025
27 Dec 2024
Amount
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 deposing of all surplus excavated earth as directed within all leads and lifts.
Providing laying jointing and testing in trenches Centrifugally cast (spun) ductile iron (Spun) spigot and socketed pressure pipes confirming to IS: 8329-2000 class K7 with inside sulphate resisting portland cement (Conforming to IS: 12330 or 6909 with latest amendments) mortor lining including zinc coding on external surface, suitable for Tyton / (push on joints) short pieces,tail pieces , plugs of required sizes with proper ceiling component in a random length of 4 to 6 mtrs including cutting of pipes, chamfering where required. The laying of pipe and jointing shall be as per relevant ISI code and to the entire satisfaction of the Engineer-in-charge within all leads and lifts (Earth work to be measured and paid for separately)
150mm dia
200mm dia
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.
Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level 2nd class bricks in cement mortar 1:4 (1cement: 4sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge
Providing and laying cement concrete flooring 1:2:4(1cement: 2sand: 4graded stone agg. 20 mm nominal size and curing complete excluding the cost of form work in foundation and plinth in channel and foundation plinth.
15mm cement plaster in single coat on fair side of brick / concrete/ stone walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth cement mortor 1:3 (1cement: 3sand) in all leads and lifts 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 working:-
Flat surfaces such as soffits of suspended floor landings and the like up to 200mm thickness and to the entire satisfaction of the Engineer-in-charge.
Edges of slab and breaks in floors and walls (under 20cmt wide) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand:3 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.
Providing laying of tor steel reinforcement for RCC work including bending binding cutting and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.
Providing and fixing SFRC manhol cover with frame having frame size of 500mm internal dia (Medium duty). The weight of cover and frame should not be less than 100kg
vishal thakur govt contractor (BID ID -469648)
Sanjay Saini (BID ID -469238)
Javed Khan (BID ID -469338)
M/S Ritesh Gupta (BID ID -469372)
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 .