Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹1.8 L (1.78%)Admitted-Finance | ₹1.0 Cr+₹1.8 L (1.78%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹3.6 L (3.59%)Admitted-Finance | ₹1.1 Cr+₹3.6 L (3.59%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S YOGESH CHANDRA AGARWAL L1 | M/s K B Enterprises L3 | M/S KAUSHAL AGENCIES L2 |
|---|---|---|---|---|---|---|
| 1.01 | SCHEDULE `A' PART -I (HARD STANDING) 24 AR (SHANGSHAK) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil. | 916.59 | Sqm | 1,38,405.09 ₹1,38,405.09 | 45,829.5 ₹45,829.5 Lowest | 1,42,071.45 ₹1,42,071.45 |
| 1.02 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | 3,180 | Sqm | 1,27,200 ₹1,27,200 Lowest | 19,08,000 ₹19,08,000 | 1,39,920 ₹1,39,920 |
| 1.03 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres | 4,096.59 | Sqm | 10,48,727.04 ₹10,48,727.04 | 6,14,488.5 ₹6,14,488.5 Lowest | 10,85,596.35 ₹10,85,596.35 |
| 1.04 | Supplying and stacking at site and then Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | 347.33 | Cum | 13,08,739.44 ₹13,08,739.44 Lowest | 20,83,980 ₹20,83,980 | 13,17,075.36 ₹13,17,075.36 |
| 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 382.82 | Cum | 41,84,222.6 ₹41,84,222.6 | 24,88,330 ₹24,88,330 Lowest | 42,11,020 ₹42,11,020 |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form work for PCC Hard standing blocks | 365.45 | Sqm | 1,69,934.25 ₹1,69,934.25 Lowest | 2,00,997.5 ₹2,00,997.5 | 1,73,588.75 ₹1,73,588.75 |
| 1.07 | Providing and laying in position bitumen hot sealing compound for expansion joints etc Using grade ‘A’ sealing compound. (Block of 2 m x 2m, 3 cm width and 10 cm depth ). Hence rate will be 3 times multiplied by 12 times for depth =3.3*3*12=118.80 | 2,608.11 | RM | 5,05,973.34 ₹5,05,973.34 Lowest | 6,52,027.5 ₹6,52,027.5 | 5,47,703.1 ₹5,47,703.1 |
| 1.08 | 15 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) for Hard standing | 4,096.59 | Sqm | 21,30,226.8 ₹21,30,226.8 | 20,48,295 ₹20,48,295 Lowest | 21,62,999.52 ₹21,62,999.52 |
| 2.01 | SCHEDULE `A' PART -II (BLDG WORK) INDOOR TRG COURT, 24 AR (SHANGSHAK) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) for flooring | 21.06 | Cum | 1,99,438.2 ₹1,99,438.2 | 1,15,830 ₹1,15,830 Lowest | 2,00,070 ₹2,00,070 |
| 2.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) for flooring | 16.2 | Cum | 1,77,066 ₹1,77,066 | 1,05,300 ₹1,05,300 Lowest | 1,81,440 ₹1,81,440 |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
17 Oct 2023, 12:00 pmClosed
SO-1 (Wks) HQ DGAR
HQ DGAR Laitkor Shillong
NIT for Spl Repair and upgradation to existing Hard Standing and indoor Trg Court for Shangshak
2023_ARMHA_773722_1
VIII.11014/7924/Engr-2023/HQ 10 Sect AR
Open Tender
Civil Works
Item Rate
365 days
Shangshak
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
HQ DGAR Laitkor Shillong
₹1.9 L
8 Nov 2023
27 Sept 2023
18 Oct 2023
27 Sept 2023
17 Oct 2023
27 Sept 2023
27 Sept 2023 - 13 Oct 2023
SCHEDULE `A' PART -I (HARD STANDING) 24 AR (SHANGSHAK) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil.
Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
Supplying and stacking at site and then Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for PCC Hard standing blocks
Providing and laying in position bitumen hot sealing compound for expansion joints etc Using grade ‘A’ sealing compound. (Block of 2 m x 2m, 3 cm width and 10 cm depth ). Hence rate will be 3 times multiplied by 12 times for depth =3.3*3*12=118.80
15 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) for Hard standing
SCHEDULE `A' PART -II (BLDG WORK) INDOOR TRG COURT, 24 AR (SHANGSHAK) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) for flooring
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) for flooring
15 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand)
Providing and laying in position bitumen hot sealing compound for expansion joints etc Using grade ‘A’ sealing compound. (Block of 2 m x 2m, 3 cm width and 10 cm depth ). Hence rate will be 3 times multiplied by 12 times for depth =3.3*3*12=118.80
SCHEDULE `A' PART -III (FOOT PATH) INDOOR TRG COURT, 24 AR (SHANGSHAK) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil.
Supplying and stacking at site 90 mm to 45 mm size stone aggregate
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)excluding the cost of centering and shuttering - All work up to plinth level.
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Dark shade pigment using ordinary cement.
M/S KAUSHAL AGENCIES
M/s K B Enterprises
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 .