Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹25.0 LAccepted-AOC WARD NO 18 BEHIND DHSK COLLEGE NALIAPOOL PO PS DIBRUGARH PIN 786001 | DIBRUGARH | ASSAM | 786001 | LI | Accepted-AOC accept | |
| 2 | LII₹25.4 LRejected-AOC | LII | Rejected-AOC accept | |
| 3 | LIII₹25.4 LRejected-AOC H NO 02 KRISHNA NAGAR DHOPOLIA JYOTIKUCHI GUWAHATI 40 ASSAM | LIII | Rejected-AOC accept |
Tender Value
₹24.2 L
EMD Value
₹48,393
Closing Date
20 Nov 2023, 2:00 pmClosed
Executive Engineer, PWD, Dibrugarh, Moran, Lahowal
Executive Engineer, PWD, Dibrugarh, Moran, Lahowal Tingkhong Territorial Building Division, Dibrugarh
Construction of One Synthetic Tennis Court at Assam Medical College Tennis Club Dibrugarh Under MPLADS RS of Sri Ranjan Gogoi Honble MP RS
2023_PWBNH_33921_1
DIB/BLD/Cs-10/23-24/2692-A, dtd. 27/10/2023
Open Tender
Civil Works - Building
Item Rate
180 days
Assam Medical College Tennis Club Dibrugarh
Please refer Tender documents.
6 documents required · 6 mandatory
₹484
₹48,393
Yes
Executive Engineer, PWD, Dibrugarh, Moran, Lahowal
12 Jan 2024
13 Nov 2023
20 Nov 2023
13 Nov 2023
20 Nov 2023
13 Nov 2023
13 Nov 2023
Amount
FOR BASE COURSE 2.35 : - Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment: 2.35.3 : - Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1 : - With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
16.57 : - Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 16.57.5 : - 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
16.40 : - Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
MASONRY DRAIN 2.6 : - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.6.1 All kinds of soil.
16.12 : - Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1 : - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 : - 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
6.1 : - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
CEMENT PLASTER WITHAFLOATING COAT OF NEAT CEMENT 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7.1 1:3 (1 cement: 3 fine sand)
13.5 : - 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand)
10.25 : - Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works a. Iron Grating over Drain
FENCING 16.71 : - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
SYNTHETIC LAYER Tennis Court 8 Layer System 1. One Layer of Resurfacer , 2. 5 Layer of Cushion 3. Top Coating of 2 Layer followed by White Game line Marking ( Playing Area Considered = 677.30 Sqm ) 1. Construction of New Court over Existing Sub Base (Construction with SBR System )
SRI BISHNU CHETRY
KHAGENDRA NATH SARKAR
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 • 0.03 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 .