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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | ₹8.4 L | L1 | Accepted-AOC AOC Issue |
| 2 | L2₹8.4 LSame as L1Rejected-Finance | ₹8.4 LSame as L1 | L2 | Rejected-Finance Rejected in Lottery |
| 3 | L2₹8.4 LSame as L1Rejected-Finance H NO 413 VILLAGE SULKHANI P O BUGANA 125121 | HISAR | HARYANA | 125121 | ₹8.4 LSame as L1 | L2 | Rejected-Finance Rejected in Lottery |
| 4 | L2₹8.4 LSame as L1Rejected-Finance | ₹8.4 LSame as L1 | L2 | Rejected-Finance Rejected in Lottery |
| 5 | L2₹9.9 L+₹1.5 L (17.5%)Rejected-Finance | ₹9.9 L+₹1.5 L (17.5%) | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹9.9 L
EMD Value
₹99,102
Closing Date
17 Feb 2026, 3:00 pmClosed
Chief Engineer
Chief Engineer Office, KNN, Motijheel
Construction work of road track and drain from Tilak Nagar School to Uddhav Maharaj under Zone-04 Ward-10.
2026_NNKAN_1116461_1
402/AA-4/25-26
Open Tender
Civil Works
Percentage
45 days
ward-10
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹99,102
11 May 2026
16 Feb 2026
17 Feb 2026
16 Feb 2026
17 Feb 2026
16 Feb 2026
Dismantling of cement concrete or brick or granolithic floors including base concrete and including stacking of materials as directed by engg Uc. within a distance of 60mtr.
Dismantling of brick work or stone work in lime or cement mortar and including stacking of materials as directed by engg. /c. within a distance of 60mtr.
Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 m in width as well 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5mas directed by enee-in-
Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering-All work up to the plinth level in 1:4:8 (1 cement: 4 coarse sand (zone-iii): 8 graded stone aggregate 40 mm nominal
Providing, laying and jointing of 5 300mm dia R.C.C. NP-2 hume pipe with all charges complete.
Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand)
12mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand)
Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader onprepared surface, mixing by mixin
Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:1.5:3 (1 cement: 1.5 coarse sand (zone-iii): 3 graded stone aggregate 200 mm
Providing & laying in position specified grade of reinforced cement cocrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1:1.5:3(1 cement: 1.5 coarse sand: 3 graded stone
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all completeupto plinth level. Therma mechanically treated bars of grade
Construction of manhole chamber 1x of 0.60x0.60x0.90m internal size 12 with b/w, plaster, cover, C.I. sheet, labour T&P etc required for proper completion of work Construction of gullypit of 0.60х0.60х0.75 m internal size with jali, labour, T&P etc, required for proper completion of work.
Construction of gullypit of 0.60х0.60х0.75 m internal size with jali, labour, T&P etc, required for proper completion of work.
Disposal of surplus earth/malwa upto 3.00km distance including loading/unloading of material with all charge complete
Add 18 % G.S.T.
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_2073510.pdf
boq_comp_chart.xlsx
xlsx
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.00 MB
BOQ_2073510.xls
BOQ • 0.24 MB
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