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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC THANE | MAHARASHTRA | 400601 | ₹18.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.2 LRejected-Finance | ₹19.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹19.4 LRejected-Finance N A | NA | NA | 121004 | ₹19.4 L | L3 | Rejected-Finance L3 |
Tender Value
₹18.8 L
EMD Value
₹18,845
Closing Date
12 Jan 2026, 11:00 amClosed
Executive Engineer (Works) Z.P.Kolhapur
Executive Engineer (Works) Z.P.Kolhapur
CONSTRUCTION OF CONCRETE ROAD and GUTTERS IN MARGUBAI TEMPLE GALLI AT KHUPIRE TAL-KARVEER DIST-KOLHAPUR (G.P.NAGRISUVIDHA 2515-1668)2025-26
2026_KOLHA_1266106_11
E TENDER NOTICE NO 84/2025-26
Open Tender
Civil Works
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹18,845
3 May 2026
5 Jan 2026
13 Jan 2026
5 Jan 2026
12 Jan 2026
5 Jan 2026
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. Item / Page No : 11 / 23 Specification No : MORTH-301 Spec. Page No : 45-53
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 2 / 115 Specification No : Bd.A.1 Spec. Page No : 259
Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre, breaking clods, dressing to the required lines, curves, grade and section, watering and compacting to not less than 97 percent of standard proctor density for a lead of 300 metres to 500 metres inclusive, from the site of excavaion to the site of deposition as directed. Item / Page No : 26 / 24 Specification No : MORTH-305 Spec. Page No : 63-77
Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete. Item / Page No : 40 / 118 Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.
Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) Item / Page No : 1 / 131 Specification No : Bd.E.1 Spec. Page No : 287 - 288 Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete. Item / Page No : 30 / 158 Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for steps including steel centering, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Item / Page No : 4 / 131 Specification No : Bd.E.2, B-7 Spec. Page No : 288, 38-40 Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
Providing and laying cement concrete pipe of Indian standard NP-2 class of 300 mm diameter in the proper line, level and slope including providing and fixing collersin cement mortar 1.1 and curing with refilling the trench et complete. Considering half rate of 300 mm dia pipe rate SSR pg 5410.5°642-321 (Completed rate) () (RA Serial Number: 5) Non-Dsr Item Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete. Item / Page No : 29a / 24 Specification No : MORTH-408 Spec. Page No : 139-142
Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. Item / Page No : 30 / 24 Specification No : MORTH-408 Spec. Page No : 139-142
Providing and laying of hot applied thermoplastic compound 2.5 milimetre thick including reflectorizing glass beads at the rate of 250 grams per square metre area, thickness of 2.5 milimetre is exclusive of surface applied glass beads as per Indian Road Congress : 35. The finished surface to be level, uniform and free from streaks and holes complete. Item / Page No : 12a / 40 Specification No : MORTH-805.1 Spec. Page No : ---
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and Abstrone Butadyne Styrine moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of Ministry of Road Transport and Highways Circular number RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retroreflectance of the reflecting panel, to the Engineer Item / Page No : 9 / 40 Specification No : MORTH-202 Spec. Page No : 39-42
Surcharge on Royalty charges at the rate of two percent of Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays this Surcharge amount to Revenue department and produces the required voucher.) Item / Page No : 14 / 0 Additional Specifications : 1. Letter from the Chief Engineer, Public Works Region, Nagpur; bearing number Ka.Raste-6/Darsuchi/7618/2019 dated 11/09/2019 and Corrigendum number 1 attached to the letter. 2. Above / below percentage quoted by the contractor will not be applicable for this item.
Add insurance 0.50% Non-Dsr Item Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
Add G.S.T.18% Non-Dsr Item Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
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