Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.3 LAccepted-AOC | ₹39.3 L Quoted ₹39.4 L | L1 | Accepted-AOC ok |
| 2 | L2₹43.5 L+₹4.1 L (10.4%)Rejected-Finance BHIWANI HARYANA | BHIWANI | HARYANA | 127021 | ₹43.5 L+₹4.1 L (10.4%) | L2 | Rejected-Finance ok |
Tender Value
₹48.7 L
EMD Value
₹97,400
Closing Date
24 Jun 2026, 6:10 pmClosed
BHUPENDER SINGH
DIV 1 Hissar
Rough Cost Estimate for Construction of RCC Box type Drain from Existing Drain to connects Public Health newly Sump well constructed near Barwala chungi,Hisar
2026_HBC_530486_1
20265EF13216 FBDF 4E8E 9502 E592F93D9957259HSV
Open Tender
Civil Works
Works
90 days
Hisar
Construction of RCC Box type Drain and connecting from existing drain to newly constructed PHED sump well with installation of CI open channel sluice gates and all other works contingent thereto
2 documents required · 2 mandatory
₹500
Yes
₹97,400
Yes
25 Aug 2026
19 Jun 2026
25 Jun 2026
19 Jun 2026
24 Jun 2026
19 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | 266 | Sqm | 139 | ₹36,974 |
| 2 | [13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | 2,000 | Kg. | 83 | ₹1,66,000 |
| 3 | [13.43]Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. [Through Rate] | 250 | Each | 129 | ₹32,250 |
| 4 | [14.51.3]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 3. Hire Charges for excavator with over 0.75 cum bucket capacity [Through rate] | 15 | Per day | 9,276 | ₹1,39,140 |
| 5 | [15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications
Ordinary soil 2.1. Mechanical Means
Depth up to 3 m [Through Rate] | 1,200 | cum | 79 | ₹94,800 |
| 6 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] | 2,250 | cum | 184 | ₹4,14,000 |
| 7 | [21.118.2]Supply, Installation, Testing and commissioning of CI Open Channel Sluice
Gates, Manually operated, Rising Spindle type suitable for mounting in between two parallel walls of an Open Channel. Water sealing shall be provided at two vertical sides and bottom side of gate aperture by means of rubber seal, mounted on gate slide and having forced contact with gate
aperture. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame and Shutter of CI Grade IS 210 FG 260, Head Stock IS 210 Grade FG 260, Hinge Pin SS ASTMA276, Yoke IS MS 2062, Flush Bottom Seal Support Bar of SS ASTM A276 , Stem Operating Nut ASTM A276., Duly tested for tensile strength, Chemical testing and tested Shop tested for overall dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer in charge for following PEAK FLOW up to 3m channel depth. 2. 5.1 MLD to 7.5MLD [Through Rate] | 2 | Set | 1,39,400 | ₹2,78,800 |
| 8 | [5.25]Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. [Through Rate] | 54 | cum | 1,562 | ₹84,348 |
| 9 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate] | 90 | cum | 585 | ₹52,650 |
| 10 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] | 36.8 | cum | 2,442 | ₹89,865.6 |
stage.html
html • 0.04 MB
tech_eval.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
Tendernotice_1.pdf
PDF • 0.97 MB
BOQ_609533.xls
BOQ • 0.32 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 .