View Bid Results For Uniforms Tenders

We found 10000 Bid Results related to uniforms tenders. You can find Contractor details who won uniforms tenders along with contract details in Bid awards announcements section.

Filters
Stage
16658
2833
2009
Tender Publishing Platform
3638
17862
State / UT
38
11195
1663
1501
1107
802
781
575
466
400
329
305
280
242
224
200
197
181
174
174
125
112
101
50
37
35
34
32
29
29
25
22
19
18
12
9
9
3
3
Contract Value
5821
6535
7777
1292
Publish Date
40
3
0
0
0
Sector
32
8294
5164
2219
1085
693
598
476
381
361
332
262
214
164
157
153
150
104
104
87
80
76
70
61
54
40
38
28
26
15
6
4
2
Ownership
7
14436
3850
2379
736
57
27
13
Within keyword
Active filters:
Showing 1–50 of 10000 tenders matching your filters
1.
Rural Development #11499443 AOC
Tender For 114.Aandeshe Bangudewada Under Road - 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 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Jul 06, 2026 Contract Value : 6.93 Lakh
Government Departments No of Bidders 7
Maharashtra View Result →
2.
Rural Development #11499442 AOC
Tender For 116.Bhadas Gavadewadi And Shileshawar Internal Road Karane Tal Mulshi - 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 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Jul 06, 2026 Contract Value : 6.92 Lakh
Government Departments No of Bidders 5
Maharashtra View Result →
3.
Public Administrative Department #11499250 AOC
Annual Plan-Kannur Corporation - Chelora Zone Div 15 - Proj 1719/24-25-Sc Smashanam Muthal Aramban Vasuvinte Veedu Vare Tarring Retender-Annual Plan-Kannur Corporation - Chelora Zone Div 15 - Proj 1719/24-25-Sc Smashanam Muthal Aramban Vasuvinte Veedu Vare Tarring-- 1 Road Tarring 2 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. 3 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(i) For Grading I Material 4 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 5 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 6 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 7 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65) 8 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 9 3.5.2:Excavation in Soil with Dozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 10 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(i) Nominal mix 1:3:6 11 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(i) Nominal mix (1:2.5:5) 12 OD372304/2024-2025:Lettering with black Japan pint of approved brand and manufacture 13 OD372305/2024-2025:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.
Contract Date: Jul 04, 2026 Contract Value : 5.56 Lakh
Government Departments No of Bidders 2
4.
Public Administrative Department #11499235 AOC
Tender For Annual Plan-Moodadi Gp 2025-26 Project No 159-Nh Muthaattil Road Re - Taring Ward 12-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for Embankment
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 OD161684/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 4 4.9:Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 1 km lead 5 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 7 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65)
Contract Date: Jul 06, 2026 Contract Value : 3.36 Lakh
Government Departments No of Bidders 1
5.
Public Administrative Department #11499201 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.169-Kunjithayil Road Retarring Ward 17-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 4 OD239710/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 6 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 7 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 8 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 9 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65)
Contract Date: Jul 06, 2026 Contract Value : 2.53 Lakh
Government Departments No of Bidders 1
6.
Public Administrative Department #11499196 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.339 -Kattuvayal Kuni Road Retarring Ward 2-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 4 OD239676/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 9 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65)
Contract Date: Jul 06, 2026 Contract Value : 2.53 Lakh
Government Departments No of Bidders 1
7.
Public Administrative Department #11499195 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.326 -Ambattarimukk Road Retarring Ward 17-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 4 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 5 OD236857/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 6 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 9 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 10 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65)
Contract Date: Jul 06, 2026 Contract Value : 4.22 Lakh
Government Departments No of Bidders 1
8.
Public Administrative Department #11499193 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.322 -Mokedathu Road Retarring Ward 15-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 4 OD238367/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 6 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 7 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65) 9 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 10 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 11 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15
(i) Nominal mix (1:2.5:5) 12 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) 13 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
For height upto 5 m
IV. R.C.C. grade M 25 14 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Contract Date: Jul 06, 2026 Contract Value : 5.90 Lakh
Government Departments No of Bidders 1
9.
Public Administrative Department #11497396 Technical Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , providing and laying Cement Concrete 1:6:12 (1 Cement ,6F/Sand ,12 Brick Ballast 40 Mm Nominal Size) Including Supply Of All Materials Labour And T& P Etc (S.I.No. 273) , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Supplying And Laying Of 80Mm Thick Rubber Molded Zig-Zag Interlocking Tiles Joint Fillup Sand As Proper Camber All Complete Etc. Chapter No. 20 Sr. No. 8 Sch. P.W.D. 6.7 , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 4
Uttar Pradesh View Result →
10.
Public Administrative Department #11497395 Technical Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Concrete With 40Mm Gauge Stone Ballest, Cement And Sand In Foundation In The Proportion Of 8:4:1 Including Supply Of All Material, Labour,Tools &Plant As Per S.I No-281 , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , 12 Mm Thick Plaster In 1:3 Cement & Coar Sand Mortar Etc(Si No 583) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
11.
Public Administrative Department #11497391 Technical Bid
Tender for construction Karya , (Water Kiyosk) Excavation In Foundations In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.5M (5 Fts) And Lead Upto 30M. (100 Fts.) & Including Filling, Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed Of By The Engineer-In-Charge Upto A Distance Of 30M (100 Fts) From The Foundation Trenches. Chapter No. 4 Sr. No. 1 Sch. P.W.D.251A , Providing And Laying Of Cement Concrete 1:4:8 (1 Cement : 4 Fine Sand : 8 Grade Brick Aggregate 40Mm Niminal Side) Including Supply Of Material Labor And T&P Etc. Required For Proper Completion Of The Work And Curing Complete Also Including Cost Of Form Work In Foundation And Floor. , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work.(305A) , Reinforced Cement Concrete Work In 1:2:4 Cement, C Sand & Stone Grit 20Mm Nominal (Plinthbeem) Size Grit All Complete Work Etc. (Sch. Pwd 279B) , Mild Steel Used Reinforced Cement Concrete Slab/Patiya Etc. , 12Mm Thick Cement Plaster In Wall Surface 1:3 Cement C Sand All Complete Work Etc.(580+583) , Supply & Fixing 6Mm Thick Approved China White Coloured Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar Finished And Joined With White Cement Slurry And Pigment & Polishing Complete Including Supply For All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. (Size Of Tiles Upto 300X300 Mm)(628) , Plumbring Work , 2.5 Cm. (1) Thick 1:2:4 Plain Cement Concrete Floor With Cement , Approved Coarse Sand And 2 Cm (3/4) Graded Approved Stone Laid In Panels Finished With 3 Mm. (1/8) Flooring Coat Of Neat Cement Or Cement And Marble Dust In 5:1 As Specified Over & Including 8 Cm (3) Thick Base Concrete Consisting Of Cement, Local Sand And Brick Ballast 4 Cm (1.5) Gauge In The Proportion Of 1:4:8 And Removing Any Over Lapping Mortar At The Joints Of Panels If Any And Giving Them A Uniform Finish Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. , Shed Roofing , Mild Steel Or Iron Work In Heavy Size Such As Trusses Builtup Gate Frame Etc. Si No. 503 , Supply/Fixing Of India Marka Hand Pump With Sumersabul Pump All Complete Work Etc. , Refrigerator And Filter , Supply/Fixing Of Inogation Board All Complete Works Etc. , (Cc Road And Nali) Cleaning Jungle Including Uprooating Of Rank Vegitation Grass Bush Wood Tree And Spaling Of Grith Up To 30 Cm All Complete. Pwd Si No. 259 , E/W Excavation In Foundation In Ordinary Soil (Loam Clay ,Or Sand Including Filling Lift Up To 1.5 M (5Fts) And Lead Up To 30 M (100Fts)& Including Filling ,Watering And Ramming Of Excavation Earth Into The Trenches Or Into The Sapce Boundary Wall The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By E/I Etc (S.I. No.251) , Earthwork In Embankment Mechanically Compacted 95% Proctor Density. Filling In Ordinary Soil Excavation To Be In The From Of Regular Pits Not Exceeding 0.5 Metre In Depth And Earth Work In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.50 Lift And 30 M Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Doposited As Spoil Banks Within 30 M Distance As Directed By E/I. (Excluding Roylty). By 5 Km. Cartage , Earthwork In Embankment Mechanically Compacted 95% Proctor Density. Filling In Ordinary Soil Excavation To Be In The From Of Regular Pits Not Exceeding 0.5 Metre In Depth And Earth Work In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.50 Lift And 30 M Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Doposited As Spoil Banks Within 30 M Distance As Directed By E/I. (Excluding Roylty). By 5 Km. Cartage , providing and laying Cement Concrete 1:6:12 (1 Cement ,6F/Sand ,12 Brick Ballast 40 Mm Nominal Size) Including Supply Of All Materials Labour And T& P Etc (S.I.No. 273) , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , 2.50 Cm. (1) Thick Damp Proof Coarse With Cement Concrete Consisiting Of One Part Cement 1.5 Parts Approved Coarse Sand And 3Parts Approved 13Mm. (1.5) Graded Stone Grit And Including Water Proofing Materials As Ordered By The Engineer-In- Charge In The Proportion As Specified By The Manufacturers. As Per Sor Item No. 361 , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Construction Of 900Mm Dia Hp Culvert , Supply And Fixing Of 350 Mm Dia Np-3 Hume Pipe Including Cost Of Material Loading Unloading Cartage Up To Site, All Taxes Etc. Complete. , Supply And Fixing Of 650 Mm Dia Np-3 Hume Pipe Including Cost Of Material Loading Unloading Cartage Up To Site, All Taxes Etc. Complete. , Supply/Fixing Of Display Board. , (Parikrama Path) E/W Excavation In Foundation In Ordinary Soil (Loam Clay ,Or Sand Including Filling Lift Up To 1.5 M (5Fts) And Lead Up To 30 M (100Fts)& Including Filling ,Watering And Ramming Of Excavation Earth Into The Trenches Or Into The Sapce Boundary Wall The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By E/I Etc (S.I. No.251) , Earthwork In Embankment Mechanically Compacted 95% Proctor Density. Filling In Ordinary Soil Excavation To Be In The From Of Regular Pits Not Exceeding 0.5 Metre In Depth And Earth Work In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.50 Lift And 30 M Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Doposited As Spoil Banks Within 30 M Distance As Directed By E/I. (Excluding Roylty). By 5 Km. Cartage , providing and laying Cement Concrete 1:6:12 (1 Cement ,6F/Sand ,12 Brick Ballast 40 Mm Nominal Size) Including Supply Of All Materials Labour And T& P Etc (S.I.No. 273) , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , Mild Steel Or Iron Work In Heavy Sizes Such As Trusses, Builts Up Gates, Door Frames ,Records Racks Roof Work ,Gates Etc. Wrought To Required Form, Including Drilling Holes, Rivetting Or Welding Where Necessary, And Also Including Supply Of Steel ,Bolts, Nuts And Wastages Etc. And Their Fixing Required For Completion Of The Work. , 2.50 Cm. (1) Thick Damp Proof Coarse With Cement Concrete Consisiting Of One Part Cement 1.5 Parts Approved Coarse Sand And 3Parts Approved 13Mm. (1.5) Graded Stone Grit And Including Water Proofing Materials As Ordered By The Engineer-In- Charge In The Proportion As Specified By The Manufacturers. As Per Sor Item No. 361 , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401 , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Supplying And Laying Of 80Mm Thick Rubber Molded Zig-Zag Interlocking Tiles Joint Fillup Sand As Proper Camber All Complete Etc. Chapter No. 20 Sr. No. 8 Sch. P.W.D. 6.7 , (Stair) Clearing Jungle Including Uprooting Of Rank Vegetation Grass ,Bush ,Wood Trees And Sampling Of Grith Up To 30Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Up To Distance Of 50 M Etc Sino 259 , Earth Work Excavation In Foundation In Ordinarysoil Including Lift Up To 1.5M And Lead 30M With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , providing and laying Cement Concrete 1:2:4 ( 1Cement ,2 C/Sand , 4 Stone Ballast 40 Mm ) Etc Si No 279(A) , providing and laying Cement Concrete 1:1.5:3 (1Cement ,1.5C/Sand,3 Stone Gritts 20Mm Gauge ) S.I. No. 284B , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No 504 , M-150 Brick Work In The 1 Cement & 3 Coarse Sand In Superstructure Including All Cost Complete As Per S.I. No-307 , Railing , 12Mm Thick Cement Plaster 1:3 Cement C Sand All Complete Work Etc. Si No 583 , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Mortar 1:5 (1 Cement : 5 Coarse Sand) With Joints Finished Flush.(Red Sand Stone) , Supply/Fixing Of Sign Board Etc , (Golambar & Bench) Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead Upto 30Mm Etc (S.I. No-251) , E/W Cutting/Filling In Ordinary Soil In Cartage Up To 5Km Etc. , Providing And Laying Of Cement Concrete 1:6:12 ( 1 Cement: 6 Fine Sand : 12 Grade Brick Aggregate 40Mm Nominal Side)Si No. 273 , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work.(305A) , 12 Mm Thick Plaster In 1:3 Ratio Of Cement Morter(1 Cement, 3C/Sand).(Si No 583) , providing and laying D.P.C. 1:2:4 (1Cement ,2C/Sand,4 Stone Gritts 20Mm Gauge ) S.I. No.361 , Garden Bench , (Tinshed) Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead Upto 30Mm Etc (S.I. No-251) , providing and laying Cement Concrete In1:4:8 With Cement F/Sand&40 Mm Gauge B/Blast In Foundation As Per S.I. No 275 For Wall Foundation , providing and laying M 150Class Boundary Wall In1:6 Cement & Fine Sand Mortor In Foundation Upto Plinth Asper. , providing and laying Cement Concrete 1:1.5:3 (1Cement ,1.5C/Sand,3 Stone Gritts 20Mm Gauge ) S.I. No. 284 B , providing and laying Sand With Ramming , providing and laying Cement Concrete 1:1.5:3 (1Cement ,1.5C/Sand,3 Stone Gritts 20Mm Gauge ) S.I. No. 284 B , providing and laying Cement Concrete 1:1.5:3 (1Cement ,1.5C/Sand,3 Stone Gritts 20Mm Gauge ) S.I. No. 284 B , M.S. Work All Complete Work Etc Si.No.501 , Mild Steel Or Iron Work In Heavy Sizes Such As Trusses, Builtsup Gates ,Door Frames Records Racks Roof Work Gates Etc. Including Drilling Holes , Rivetting Or Welding Where Necessary And Also Including Supply Of Steel Bolts, Nuts Nuts And Wastages Etc. , Galvanised Corrugated Iron (G.I. )Roofing ( All Fittings, Hooks , Bolts , G.I. Bolts Etc. Are Included . , Wall Painting With Premium Acrylic Smooth Exterior With Silicone Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Ist Quality (Royal ,Asian / Barger) Ch-15 S.I. 30 , Add 12% Electrical Work , Add Gst 18%
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
12.
Housing Urban and Rular Development #11496981 Technical Bid
Tender for Supply And Delivery Of Electrical Maintenance Materials For Different Buildings (I.E Ronald Ross, Ctvs, Sdld, Animal House, Khidirpur Maternity Home) Within The Premises Of Ipgmer-Sskm Hospital Under The Jurisdiction Of Junior Engineer-Iii, Sskmh Electrical Sub-Division, P.W. Dte. (Electrical Work) , Supply Of 240 V 6-32 A Spmcb,C-Curve [Ratings Will Be Decided As Per Site Requirment] (Make:Legrand/Siemens/Abb) As Per Direction By Eic. , S & D Of 415 V, 32A Contactor [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic (Make: L&T(Mu 25-2P/ Mcx-01)/Approved Make) , S & D Of 240 V, 6 Amps, Modular Type Switch. (Make:- Legrand Mylinc/Myrious/Crabtree/Havells). [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , S & D Of 240 V, 6 Amps, Modular Type Socket (Make:- Legrand Mylinc/Myrious/Crabtree/Havells). [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , S & D Of 240 V, 100 W 2 Module, Modular Type Regulator. (Make:- Legrand Mylinc/Myrious/Crabtree/Havells). [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , S & D Of 240 V, 16/20 Amps, Modular Type Switch. (Make:- Legrand Mylinc/Myrious/Crabtree/Havells). [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , S & D Of 240 V, 16/20 Amps, Modular Type Socket. (Make:- Legrand Mylinc/Myrious/Crabtree/Havells).[Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , S & D Of 240 V, Modular Type Ac Starter, (Make:- Legrand Mylinc/Myrious/Abb/North East). [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , Supply & Delivery Of 240V, 18/ 20 W Led Tube (Polycarbonate With Heat Sink) With Glare Free Light Distribution With Cct (5000K-6500K) Having Minimum Luminous Efficiency Of 100 Lm/ Watt Or Better & 50,000 Led Burning Hours Or More. [Make- Philips/ Wipro/Lighting Technology/ Manufacturer With Own Nabl Accredited Lab With Valid Test Certificate] [Led Lamps & Accessories Shall Have Bee Certification] , Supply And Delivery Of 4 Feet Industrial Box Type Single Led Tube Batten/ Mounting Rail (Rust Free) Suitable For Single Tled Lamp. [Make- Philips/ Wipro/Lighting Technology/ Manufacturer With Own Nabl Accredited Lab With Valid Test Certificate] , Supply And Delivery Of 4 Feet Industrial Box Type Double Led Tube Batten/ Mounting Rail (Rust Free) Suitable For Single Tled Lamp. [Make- Philips/ Wipro/Lighting Technology/Manufacturer With Own Nabl Accredited Lab With Valid Test Certificate] , S&D Of Terminal Block Connectors, Brass Type, 2.5Mm To 35Mm Din Rail Mounting (Make: Elemex/Phoenix/Approved Make) , S&D Of 12 Line 6/16 annual periodical maintenance Electrical Cable Screw Lock Wire Connector (Make: Electronic Spices/ Approved Make) , S & D Of 415 V, 63A 4 Pole Contactor Cs97014 For Autoclave Starter (Make: L&T Mcx 12, Cs97014/Approved Make) , S & D Of 240 V 6 Amps Piano, Switch (Make:- Anchor) [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , S & D Of 240 V 6 Amps, 5-Pin Socket (Make:- Anchor) [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , S & D Of 240 V 6 Amps, 3-Pin Plug Top (Make:- Anchor) [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , S & D Of 240 V 16 Amps, 5-Pin Socket (Make:- Anchor) [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic. , Supply & Delivery Of 240V Recess Mounted Round Led Downlight Having Following Wattage, In White Powder Coated Pressure Die Cast Aluminium Housing With Glare Free Uniform Illumination, Suitable For 2 X 2 Grid Ceiling With Cct (5700K-6500K) Having Minimum Luminous Efficiency Of 100 Lm/ Watt Or Better & 50,000 Led Burning Hours Or More. [Make- Philips/ Wipro/Lighting Technology/ Manufacturer With Own Nabl Accredited Lab With Valid Test Certificate] [Led Lamps & Accessories Shall Have Bee Certification] , 12 Watt [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic , 15 Watt [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic , 18 Watt [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic , 24 Watt [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic , Supply & Delivery Of 240V Surface Mounted Round Led Downlight Having Following Wattage, In White Powder Coated Pressure Die Cast Aluminium Housing With Glare Free Uniform Illumination, Suitable For 2 X 2 Grid Ceiling With Cct (5700K-6500K) Having Minimum Luminous Efficiency Of 100 Lm/ Watt Or Better & 50,000 Led Burning Hours Or More. [Make- Philips/Wipro/Lighting Technology/ Manufacturer With Own Nabl Accredited Lab With Valid Test Certificate] [Led Lamps & Accessories Shall Have Bee Certification] , 12 Watt [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic , 15 Watt [Qty Will Be Decided As Per Site Requirment] As Per Direction By Eic , Supply & Delivery Of Minimum 10-12 Watt Led Bulkhead Light Fittings Complete With All Accessories Having Die Cast Aluminium Housing Finished In Premium White Powder Coating With Cct (5700K-6500K) Having Minimum Luminous Efficiency Of 100 Lm/ Watt Or Better & 50,000 Led Burning Hours Or More. [Make- Philips/ Wipro/Lighting Technology/ Manufacturer With Own Nabl Accredited Lab With Valid Test Certificate] [Led Lamps & Accessories Shall Have Bee Certification] , Supply And Delivery Of 240 V Ac/Dc Superior Type Ding-Dong Call Bell (Make: Anchor) , Supply & Delivery Of 240V 30 W Surface Mounted 2X2 Led Downlight Having Following Wattage In White Powder Coated Pressure Die Cast Aluminium Housing , With Glare Free Uniform Illumination With Cct (5700K-6500K) Having Minimum Luminous Efficiency Of 120 Lm/ Watt Or Better & 50,000 Led Burning Hours Or More.[Make- Philips/ Wipro/Lighting Technology/ Manufacturer With Own Nabl Accredited Lab With Valid Test Certificate] [Led Lamps & Accessories Shall Have Bee Certification] , Make & Model Of Each And Every Material To Be Approved By Eic
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 5
West Bengal View Result →
Contract Date: Ref. Documents Contract Value : 1.63 Lakh
Local Bodies No of Bidders 1
Contract Date: Ref. Documents Contract Value : 14.77 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 8
Uttar Pradesh View Result →
16.
Power #11492403 AOC
Bids Are invited for Event Or Seminar Or Workshop Or Exhibition Or Expo Management Service - National; As Per Rfp Documents; As Per Rfp Documents; As Per Rfp Documents; As Per Rfp Documents - Supply Of Polo Neck T-Shirts Conforming To The Gem-Compatible Technical Specification Reproduced At Annexure-Iii. Indicative Key Requirements:• Product Type: Polo Neck T-Shirt With Collar And Front Placket.• Fabric Composition: Polyester 80/72D (Full-Dull) Yarn/ 100% Cotton Yarn.• Fabric Weight: 200 To 250 Gsm ± 10%.• Performance: Good Colour-Fastness; Moisture-Wicking; Soft Hand-Feel; Adequate Stretch & Recovery; Shape Retention With No Significant Shrinkage Or Distortion On Regular Wash/Use.• Branding: Full-Colour Logo / Emblem / Artwork Printing Or Embroidery As Per Buyer-Approved Design.• Sizes & Packing: Sizes As Per Approved Size Chart; Packed Size-Wise In Suitable Polybags With Size Identification. , Supply Of Promotional Caps For Participants And On-Ground Project Promotion. Indicative Requirements:• Type: Structured Promotional Cap With Curved Peak And Adjustable Rear Closure.• Fabric Composition: Polyester 80/72D (Full-Dull) Yarn/ 100% Cotton Yarn.• Branding: C Aign Logo / Artwork Embroidered Or Printed On The Front Panel As Per Buyer-Approved Design.• Quality: Free From Manufacturing Defects; Neat, Uniform And Secure Stitching; Colour-Fast And Durable For Outdoor Use.• Packing: Suitably Packed To Ensure Protection During Transport And Storage.
Contract Date: Ref. Documents Contract Value : 1.58 Crore
Government Departments No of Bidders 16
Contract Date: Ref. Documents Contract Value : 1.92 Lakh
Local Bodies No of Bidders 1
18.
Public Administrative Department #11484591 AOC
Supply Of Uniform For Fire Brigade Employees.
Contract Date: Jul 02, 2026 Contract Value : 5.32 Lakh
Government Departments No of Bidders 7
19.
Housing Urban and Rular Development #11483681 AOC
Tender for Excavation For Roadwork In Soil With Hydraulic Excavator Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross Sections, And Transporting To The Embankment Location Within All Lifts And Lead Upto 1000M As Per Mort&H Clause No-3.06-301 , Construction Of Granular Sub-Base By Providing Close Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 , Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density. , Providing And Applying Primer Coat With Ss-2 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects. , Providing And Laying Tack Coat With Bitumen Vg-10 Using Pressure Distributor At The Rate Of 0.30 Kg. (As Per Uppwd) Per Sqm On The Prepared Primed Surface Cleaned With Mechanical Broom , Providing And Laying Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Pla
Contract Date: Mar 17, 2026 Contract Value : 9.38 Crore
Government Departments No of Bidders 4
Uttar Pradesh View Result →
20.
Housing Urban and Rular Development #11483643 AOC
Tender for Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405.(Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 (Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. (Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type C As Per Technical Specification Clause 508. (All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 (Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst )
Contract Date: Jul 01, 2026 Contract Value : 2.50 Lakh
Government Departments No of Bidders 5
Uttar Pradesh View Result →
21.
Housing Urban and Rular Development #11483642 AOC
Tender for Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405.(Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 (Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. (Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type C As Per Technical Specification Clause 508. (All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 (Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst )
Contract Date: Jul 01, 2026 Contract Value : 2.51 Lakh
Government Departments No of Bidders 5
Uttar Pradesh View Result →
22.
Public Administrative Department #11483312 AOC
Tender For Asphalting Of Road At Dattatray Nagar In P. No. 30 - Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoft murum includingdressingsectiontotherequiredgrade,camberand sideslopesandconveyingthe excavatedmaterials with all lifts upto a leadof50m.andspreadingforembankmentorstackingas directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizestowaterboundmacadamspecificationincludingspreadingin uniform thickness, hand packing to propergradeandcamber, applying and brooming requisite type of screening/ binding Materials to fillupthe intersticesofcoarseaggregate,wateringandcompacting with Vibratory roller. to the requireddensity.ByMechanicalMeans- GradingI(UsingScreening TypeA(13.2)mm Aggregate) 3 Providingandconstructing75mm.thickModified Penetraction Macadam(MPM) roadsurfaceincludingallmaterials,preparingthe existing road surface, spreading 40 mm. stone layers metal 100%crusher brokenmetalwithconicalcrusherplant, heatingandsprayingthe bitumen of specified grade @ 2Kilogram/ Square Metre , spreading 12mm.sizechips compacting withthree wheelstaticrollerhaving weight8to 10MT.to achive the desired degreeofcompactionasper Technical Specification Clause 506 etc.complete, includingapplying tack coat of specified grade of bitumen at the rate of 0.30KilogramSquare Metre. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) 4 Providing and applying tack coat on the prepared surface heating byfamesinBoilerand sprayingbitumensetfootedinbitumenboller on B.T. surface2.5 Kilogram/10 SquareMetre.(VG-30bulkbitumen rates are considered to arrive at rates) 5 BITUMINOUS MACADAM:--Providing and laying bituminous macadam usingcrushed aggregate of Grading 1, premixed with bituminous binder, transportedatsite withVTS,laidover a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve thedesireddensityfor80/100mmcompactedthicknesswithdrummix type hot mix plant with SCADA having complying essential features of Hot mixplantasperIRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronizationofbitumenandaggregatefedder,builtindustcontroller systemandPLCforDrumMixplant,Sensorpaver,andVibratoryroller excludingprime/Tackcoat etc. complete --Bitumen 3.30% of specifiedgrade(VG-30 bulkbitumen ratesare considered to arrive at rates) 6 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete usingcrushed aggregate of grading 1,premixed with bituminous binder @5.40%byweightoftotalmixandfiller,transported atsitewith VTS, laid overa previouslypreparedsurface,finishedtothe required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paverandVibratoryrollerexcludingprime/Tackcoatetc.complete-- Bitumenofspecifiedgradewithstonedustfiller.(VG-30bulkbitumen rates are considered to arrive at rates) 7 TransportationofMaterialobtainedfromdebriesofvarioussortsincluding necessary excavation / loosing including loading,unloading and conveying and disposing as directed.e) For 5 KM
Contract Date: Jul 01, 2026 Contract Value : 6.64 Lakh
Local Bodies No of Bidders 2
Maharashtra View Result →
23.
Rural Development #11483199 AOC
Tender for 78.Well Omkar Bhikule Main Road To Sarpanch Vitthalrao Bhikule House And Main Road To Bhairavanath Temple At Vihir Tal- Velhe - 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 50m. and spreading for embankment or stacking as directed. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 3 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 4 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 5 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 6 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 7 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 8 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 9 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 10 Royalty For Hard Murum 11 Royalty For Murum at Site
Contract Date: Jul 03, 2026 Contract Value : 6.38 Lakh
Government Departments No of Bidders 9
Maharashtra View Result →
24.
Rural Development #11483070 AOC
Tender for Call For Purchasing Of All Kind Of Road And Building Material At Tedwa , Building Materails , Cements Isi Marks 53 Gread (Ambuja) , Cements Isi Marks 53 Gread (Utratech) , Cements Isi Marks 53 Gread (Birla Gold) , Cements Isi Marks 53 Gread (Acc) , Stell Isi Mark (6 Mm) , Stell Isi Mark (8 Mm) , Stell Isi Mark (10 Mm) , Stell Isi Mark (12 Mm) , Stell Isi Mark (16 Mm) , Stell Isi Mark (20 Mm) , Pevar Block 60Mm Thikness Coloring Strenghtg Of 300 Kg/Sq.Cm Approved Quality , 10 Mm Metal Crusher Broken (Pachgaon) , 10 Mm Metal Crusher Broken (Local) , 20 Mm Metal Crusher Broken (Pachgaon) , 20 Mm Metal Crusher Broken (Local) , 40 Mm Metal Hand Broken (Pachgaon) , 40 Mm Metal Hand Broken (Local) , 80 Mm Metal Hand Broken , Soil Bricks Is Type Std Size , Cement Bricks Is Type Std Size , Chaker Tiles , Vetrified Tiles , Tiles , Sand Transport With Roylti , Sand Transport Without Roylti , Murum Transport With Roylti , Murum Transport Without Roylti , Reinforced Cement Concrete Np-2 Second 1000Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second Class 800Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second 600Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second 450Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second 300Mm Pipe With Collars , Centring , Mixture Machine Rent With Diesel , Hand Mixture Machine Rent , Hopper Mixture Machine Rent With Diesel , Rolar Machine Rent With Diesel , Tractor Water Tankar , Bleaching Powder , Slate Writing Pad , Banner , Dust Bean Steel , Printing , Santary Pad , Garbage E Rickshaw , Garbage Cycle Rickshaw , Solar High Mast Light , Solar street light Pol , Pevar Block 60Mm Thikness Coloring Strenghtg Of 300 Kg/Sq.Cm Approved Quality , Iron Chair 3 Seater , M.S.Pipe/ Angle / Squee , G.I. Steel , Paver Block 6Mm , Paver Block 8Mm , Gi Pipe 1¼ 5.5 Kg. , Chain , Bearing 6204 , Cylinder Ci Brass/ Cyl Body/ Cyl Paile , Leather Washer / Ceiling Washer , Rod Golden Connecting , Socket 32 Mm , Axle Pin , Nut Bolt 19 No , Upper Valve/ Lower Valve , Handle Complete , Head/ Water Tank , Column Pipe M.S. (Stand) , Hand Pump Complete Set , Pvc Pipe ½,1 10 Ft. , Pvc Pipe 3/6 - 10 Ft. , Pvc Socket ½, 2, 6 , Pvc Coupler 75Mm, 160 Mm Elbow , Pvc Tee 1,2,3, 6 Tunion, Elbow, Socket,Fta,Mta , Pvc Valve ½,1,3, Tank Nipple , Pvc Tank Nipple 1,3,6 , Pvc Bush Brass 1/2 ,2 Redser, Elbow, Union , Union Pvc 1,2,3 , Elbow Brass Pvc 1,2 Tea , Mta Pvc 1/2,2 , Flute Valve 1/2,1,2 , Kaju Clip 1, 2 , Fta 1/2, 1, 2 , Cap 1,2,3 , Pvc Bend 1,2,3 , Pvc Solvent/ Upvc , Teplon Tape/ Electric Tape , 10Mm Nylon Rope , 2.5 Mm Cable/4 Mm Cable , Mcb 3 Pol , Starter (Pump Motor)/Auto Swithch , Kitkat 63 Amp/32 annual periodical maintenance , Main Switch 440V , Pump Set 1 Hp/2Hp , Pump Set 3 Hp , Pump Set 5 Hp/7.5Hp , Pump Set 10 Hp , Steel Nipple / Round Cap 150 Mm , Clamp Nut Bolt / G.I.Patti , Band 1, 2 Gi/ Bush 1 , 2 , Water Tank 6 Layerplasto , Hammer/Adjust Pana/16Mm Vice , Patti Pana Set/Ring Pana Set/ Adjust Pana , Sulaj Main Wall 65 Mm/80 Mm/160 Mm , Plas 65 Mm, 80 Mm, 160 Mm , Cock Nul 1/2, 1 , Gun Metal Ferul ½ / Mdpe Fta , Water Miter , Mdpe Pipe ½ Inch/ Hdpe , Mdpe Fta ½ , Service Sydle 110 X 1/2 , Mcb Box Topson 3-4W , Socket Switch , Socket Switch 16A , Switch 1W 6A/16A , Kaju Clip 25Mm / 19Mm , Pipe 19Mm/25 Mm , Man Switch 32-240 , J.Box 19Mm 3W , Mcb 63A/32A , Metal Box 3 Way , Kitkat 32-240/63A-415A , Holder , Isolator 63A/32A , Alu Wire 4Mm Single /Twin 90 M , Wire 1Mm - 1.5 Mm /90 M , Wire 2.5Mm/4Mm - 90M , Tape Anchor 6Mtr/Tester , Crompton Fan 48/ Wall Fan , Cooler Kit , Extension Box 4 Scolet , Street Light 18W/45W , Led Bulb 5W/9W , Led Bulb 22W/40W , Bulb 15W/20W , 3Core Cable 1.5Mm /2.5Mm/ 4Mm /6Mm , Sanmika Board 10*12 , Street Fitting Box 1 Led , Street Fitting Pipe 1/2 , G.I.Tar/G.I Tin Box , Cooler 2.5 Ft /4 Ft. , Inverter 1500 Seb , Battery 1800 Ah/2200 Ah , Screw Driver/Nose Plyer , Cutter/Penches , Patti Pane Set/Ring Pana Set , Wall Watch / Ele. Bel , Cooler Stand , Led Driver Kit 30W/45W/100W , Solar Home Light With Fan And Installation , Water Cooler 80 Ltr/20 Ltr , R.O. 50 Ltr/100 Ltr/15 Ltr , Mini Water Supply Scheme G.I. Structure Complete 3000 Ltr/5000Ltr , Soalr Pump Complete 1 Hp/1.5 Hp , Boys/Girls School Dress , Computer Complete Set , Laptop , Printer All In One , School Projector Complete , Office Table , Visitor Chair , Revoling Chair , Plastick Chair , Almari 3Ft/6Ft , Weight Machine , Foggin Machine , Child Toys For Anganwadi , Birla White , Wall Putting , Oil Paint , Distember , Tarpeen , Paint , Mice Sound System Complete Set , Led Tv 80 Cm , Cctv Completed Set With Installtion , Spry Machine , Ro 12 Ltr , Cement Chair 3 Seater , Office Almari , Uniform , Shoes , Socks , Counting Frame , White Board , Rocker , Basket Ball , Slider , Photo , Green Mat , Green Board
Contract Date: Jul 01, 2026 Contract Value : 21.72 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
25.
Rural Development #11483068 AOC
Tender for Call For Purchasing Of All Kind Of Road And Building Material At Dhamangaon , Building Materails , Cements Isi Marks 53 Gread (Ambuja) , Cements Isi Marks 53 Gread (Utratech) , Cements Isi Marks 53 Gread (Birla Gold) , Cements Isi Marks 53 Gread (Acc) , Stell Isi Mark (6 Mm) , Stell Isi Mark (8 Mm) , Stell Isi Mark (10 Mm) , Stell Isi Mark (12 Mm) , Stell Isi Mark (16 Mm) , Stell Isi Mark (20 Mm) , Pevar Block 60Mm Thikness Coloring Strenghtg Of 300 Kg/Sq.Cm Approved Quality , 10 Mm Metal Crusher Broken (Pachgaon) , 10 Mm Metal Crusher Broken (Local) , 20 Mm Metal Crusher Broken (Pachgaon) , 20 Mm Metal Crusher Broken (Local) , 40 Mm Metal Hand Broken (Pachgaon) , 40 Mm Metal Hand Broken (Local) , 80 Mm Metal Hand Broken , Soil Bricks Is Type Std Size , Cement Bricks Is Type Std Size , Chaker Tiles , Vetrified Tiles , Tiles , Sand Transport With Roylti , Sand Transport Without Roylti , Murum Transport With Roylti , Murum Transport Without Roylti , Reinforced Cement Concrete Np-2 Second 1000Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second Class 800Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second 600Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second 450Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second 300Mm Pipe With Collars , Centring , Mixture Machine Rent With Diesel , Hand Mixture Machine Rent , Hopper Mixture Machine Rent With Diesel , Rolar Machine Rent With Diesel , Tractor Water Tankar , Bleaching Powder , Slate Writing Pad , Banner , Dust Bean Steel , Printing , Santary Pad , Garbage E Rickshaw , Garbage Cycle Rickshaw , Solar High Mast Light , Solar street light Pol , Pevar Block 60Mm Thikness Coloring Strenghtg Of 300 Kg/Sq.Cm Approved Quality , Iron Chair 3 Seater , M.S.Pipe/ Angle / Squee , G.I. Steel , Paver Block 6Mm , Paver Block 8Mm , Gi Pipe 1¼ 5.5 Kg. , Chain , Bearing 6204 , Cylinder Ci Brass/ Cyl Body/ Cyl Paile , Leather Washer / Ceiling Washer , Rod Golden Connecting , Socket 32 Mm , Axle Pin , Nut Bolt 19 No , Upper Valve/ Lower Valve , Handle Complete , Head/ Water Tank , Column Pipe M.S. (Stand) , Hand Pump Complete Set , Pvc Pipe ½,1 10 Ft. , Pvc Pipe 3/6 - 10 Ft. , Pvc Socket ½, 2, 6 , Pvc Coupler 75Mm, 160 Mm Elbow , Pvc Tee 1,2,3, 6 Tunion, Elbow, Socket,Fta,Mta , Pvc Valve ½,1,3, Tank Nipple , Pvc Tank Nipple 1,3,6 , Pvc Bush Brass 1/2 ,2 Redser, Elbow, Union , Union Pvc 1,2,3 , Elbow Brass Pvc 1,2 Tea , Mta Pvc 1/2,2 , Flute Valve 1/2,1,2 , Kaju Clip 1, 2 , Fta 1/2, 1, 2 , Cap 1,2,3 , Pvc Bend 1,2,3 , Pvc Solvent/ Upvc , Teplon Tape/ Electric Tape , 10Mm Nylon Rope , 2.5 Mm Cable/4 Mm Cable , Mcb 3 Pol , Starter (Pump Motor)/Auto Swithch , Kitkat 63 Amp/32 annual periodical maintenance , Main Switch 440V , Pump Set 1 Hp/2Hp , Pump Set 3 Hp , Pump Set 5 Hp/7.5Hp , Pump Set 10 Hp , Steel Nipple / Round Cap 150 Mm , Clamp Nut Bolt / G.I.Patti , Band 1, 2 Gi/ Bush 1 , 2 , Water Tank 6 Layerplasto , Hammer/Adjust Pana/16Mm Vice , Patti Pana Set/Ring Pana Set/ Adjust Pana , Sulaj Main Wall 65 Mm/80 Mm/160 Mm , Plas 65 Mm, 80 Mm, 160 Mm , Cock Nul 1/2, 1 , Gun Metal Ferul ½ / Mdpe Fta , Water Miter , Mdpe Pipe ½ Inch/ Hdpe , Mdpe Fta ½ , Service Sydle 110 X 1/2 , Mcb Box Topson 3-4W , Socket Switch , Socket Switch 16A , Switch 1W 6A/16A , Kaju Clip 25Mm / 19Mm , Pipe 19Mm/25 Mm , Man Switch 32-240 , J.Box 19Mm 3W , Mcb 63A/32A , Metal Box 3 Way , Kitkat 32-240/63A-415A , Holder , Isolator 63A/32A , Alu Wire 4Mm Single /Twin 90 M , Wire 1Mm - 1.5 Mm /90 M , Wire 2.5Mm/4Mm - 90M , Tape Anchor 6Mtr/Tester , Crompton Fan 48/ Wall Fan , Cooler Kit , Extension Box 4 Scolet , Street Light 18W/45W , Led Bulb 5W/9W , Led Bulb 22W/40W , Bulb 15W/20W , 3Core Cable 1.5Mm /2.5Mm/ 4Mm /6Mm , Sanmika Board 10*12 , Street Fitting Box 1 Led , Street Fitting Pipe 1/2 , G.I.Tar/G.I Tin Box , Cooler 2.5 Ft /4 Ft. , Inverter 1500 Seb , Battery 1800 Ah/2200 Ah , Screw Driver/Nose Plyer , Cutter/Penches , Patti Pane Set/Ring Pana Set , Wall Watch / Ele. Bel , Cooler Stand , Led Driver Kit 30W/45W/100W , Solar Home Light With Fan And Installation , Water Cooler 80 Ltr/20 Ltr , R.O. 50 Ltr/100 Ltr/15 Ltr , Mini Water Supply Scheme G.I. Structure Complete 3000 Ltr/5000Ltr , Soalr Pump Complete 1 Hp/1.5 Hp , Boys/Girls School Dress , Computer Complete Set , Laptop , Printer All In One , School Projector Complete , Office Table , Visitor Chair , Revoling Chair , Plastick Chair , Almari 3Ft/6Ft , Weight Machine , Foggin Machine , Child Toys For Anganwadi , Birla White , Wall Putting , Oil Paint , Distember , Tarpeen , Paint , Mice Sound System Complete Set , Led Tv 80 Cm , Cctv Completed Set With Installtion , Spry Machine , Ro 12 Ltr , Cement Chair 3 Seater , Office Almari , Uniform , Shoes , Socks , Counting Frame , White Board , Rocker , Basket Ball , Slider , Photo , Green Mat , Green Board
Contract Date: Jul 01, 2026 Contract Value : 21.72 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
26.
Public Administrative Department #11481794 AOC
Tender For Annual Plan-Tholur Gp 2025-26 Vaysyan Kavu Ambalam Road Ward 12-P.No: 126/26-General Civil Work - RETTARING 2 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 3 75.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 4 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65) 5 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using Gravel mix soil. 6 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 7 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 8 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 9 IRISH DRAIN 10 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 11 OD469989/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (Ref DSR 51.2.3. ) with MR 12 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Contract Date: Jul 02, 2026 Contract Value : 2.83 Lakh
Government Departments No of Bidders 2
27.
Public Administrative Department #11481750 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.132 -Arafapalliyil Poovankandi Kshethram Road Ward 1-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 OD120324/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 4 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65) 9 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. 10 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(i) Nominal mix 1:3:6
Contract Date: Jul 03, 2026 Contract Value : 3.37 Lakh
Government Departments No of Bidders 1
Contract Date: Jul 01, 2026 Contract Value : 1.68 Lakh
Government Departments No of Bidders 2
Contract Date: Ref. Documents Contract Value : 27,226
Government Departments No of Bidders 2
32.
Public Administrative Department #11474690 Technical Bid
Tender for Clearing And Grubbing Road Land Including Up Rooting Wild Vegetation,Grass,Bushes,Shrubs,Sapling And Tree Of Girth Up To 300Mm,Removal Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Materials To Be Used Or Auctioned,Up To Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm In Thickness As Per Technical Specification Clause201. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse An Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With As Per Technical Specification Clause 301.5 , S/Fixing Of Inaguration Stone Size 3X2 Including Writing With Required Pedestal & Photo Graphs
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
33.
Public Administrative Department #11474688 Technical Bid
Tender for Clearing And Grubbing Road Land Including Up Rooting Wild Vegetation,Grass,Bushes,Shrubs,Sapling And Tree Of Girth Up To 300Mm,Removal Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Materials To Be Used Or Auctioned,Up To Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm In Thickness As Per Technical Specification Clause201. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening/Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. , Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On Edging According To Lines,Graded And Cross Section Show On The Drawing Filling Joints With Sand And Earth, Spreading 25Mm Thick Layer Of Earth Over Burnt Brick Soling,Watering And Rolling As Per Technical Specification Clause412. , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.75 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 , Providing And Applying Tack Coat With Bitumen (V G -10) Using Bitumen Pressure Distributor At The Rate Of 0.35 Kg Per Sqm On The Prepared Surface Cleaned With Hydraulic Broom , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With As Per Technical Specification Clause 301.5 , S/Fixing Of Ingraution Stone Size 3X2 Including Writing With Required Pedestal & Photo Graphs
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
34.
Public Administrative Department #11474686 Technical Bid
Tender for Clearing And Grubbing Road Land Including Up Rooting Wild Vegetation,Grass,Bushes,Shrubs,Sapling And Tree Of Girth Up To 300Mm,Removal Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Materials To Be Used Or Auctioned,Up To Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm In Thickness As Per Technical Specification Clause201. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening/Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. , Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On Edging According To Lines,Graded And Cross Section Show On The Drawing Filling Joints With Sand And Earth, Spreading 25Mm Thick Layer Of Earth Over Burnt Brick Soling,Watering And Rolling As Per Technical Specification Clause412. , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.75 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 , Providing And Applying Tack Coat With Bitumen (V G -10) Using Bitumen Pressure Distributor At The Rate Of 0.35 Kg Per Sqm On The Prepared Surface Cleaned With Hydraulic Broom , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With As Per Technical Specification Clause 301.5 , S/Fixing Of Ingraution Stone Size 3X2 Including Writing With Required Pedestal & Photo Graphs
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
37.
Public Administrative Department #11466134 Price Bid
Tender for Earth Work In Excavation In Trenches For Foundation Pipe Cable Etc In Ordinary Soil Etc All Comp , Dismantaling Brick Work Or Stone Work In Lime Of Cement Mortar And Including Stocking Of Materials As Directed Etc All Comp , Dismantling Cement Concrete Or Brick Or Granolithic Floors Including Etc All Comp , Dismentaling Of Interlocking Tiles Etc All Comp , Laying Of Base Concrete 1:6:12 With Cement C.Sand & 40 Mm Brick Ballast Including Mat Lab T&P Etc All Comp , Centering And Shuttering Including Strutting Propping Etc All Comp , Reinforced Cement Concrete Works With Cement Approved Coarse Sand And 2 Cm (3/4) Gauge Approved Stone Ballast Etc All Comp , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc All Comp , Providing And Laying In Cement Concrete 4:2:1 Of Not Less Than Strength Of M 150 ( Stone Ballast 4 (20 Mm Normal Size):2 Approved Etc All Comp , Relaying Of 80 Mm Plain Cement Concrete Interlocking Tiles Et Call Comp , Sale Of Material To Contractor Old Brick Etc All completion , Sale Of Material To Contractor Brick Bats Etc All completion , Supply And Fixing Inogration Board With Paidestal And Granite Board Etc All Comp , Construction Of Granular Sub Base (Gsb) By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Etc All Comp , Cartage Of Earth Up To 3.00 Km Including Loading & Unloading But Excluding Stacking On Pucca Road Etc All Comp , Add 18% Gst
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
38.
Public Administrative Department #11466133 Price Bid
Tender for Desliting/Cleaning Of Open Service Lane Under Foul Position And Liquid Mud Etc All completion , Earth Work In Excavation In Trenches For Foundation Pipe Cable Etc All Comp , Earth Work In Cutting In Ordinary Soil Lead 30 Mt & Lift 1.5 Mtincl Lab T&P Etc All Comp , Class-150 Birck Work In 1:4 Cement & Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials Etc All Comp , Providing And Laying In Position Cement Concrete Of Specified Grade Exing The Cost Of Centering And Shuttering 1:6:12 (1 Cement:6 Coars Sand:12 Graded Brick Etc All completion , 12 Mm Thick Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Interior Plastering Up To Floor Two Level Including Etc All completion , Centering And Shuttering Inculding Strutting Propping Etc All completion , Reinforced Cement Concrete Slab Work In Open Foundation 1:1.5:3 With Cement C-Sand & 20 Mm Stone Grit Ballast Including Shuttering Mat Lab Etc All Comp , M.S Or Tor Steel (12-16) Mm Dia Iron Work In Renforcement Cutting Bending And Binding Including Etc All completion , Providing And Laying In Cement Concrete 4:2:1 Of Not Less Than Strength Of M 150 ( Stone Ballast 4(20 Mm Normal Size) Etc All Comp , Construction Of Granular Sub Base (Gsb)By Providing Well Graded Material Spreading In Uniform Layers With Motor Grader On Prepared Surface Etc All completion , Providing And Laying Design Mix Cement Of M-30 Grade In Roads/Tax Tracks Runways Using Cement Etc All completion , Supply And Fixing Inogration Board With Paidestal And Granite Board Etc All completion , Disposal Of Earth Up To 3.00 Km Incliding Loading & Unloading Etc All Comp , Add 18% Gst
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
39.
Public Administrative Department #11466132 Price Bid
Tender for Dismentaling Of Interlocking Tiles Etc All Cmp , Sale Of Material To Contractor Old Interlocking Tiles Etc All Comp , Desilting/Cleaning Of Open Service Lane Under Foul Position Etc Call Comp , Making Bundha By Sand Filled Bag Including Cost Of Local Sand Empty Cement Bag Stretching Etc All Comp , Earth Work In Cutting In Ordinary Soil Lead 30 Mt & Lift 1.5 Mtincl Lab T&P Etc All Comp , Class-150 Brick Work In 1:4 Cement & Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials ,Labour And Tools And Plants Etc All Comp , 12 Mm Thick Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Interior Plastering Up To Floor Two Level Including Etc All Comp , Centering And Shuttering Including Strutting Propping Etc All Comp , Reinforced Cement Concrete Works With Cement Approved Coarse Sand And 2 Cm (3/4) Gauge Approved Stone Ballast Etc All Comp , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc All Comp , Supply And Fixing Inogration Board With Paidestal And Granite Board Etc All Comp , Providing And Laying Design Mix Cement Of M-30 Grade In Roads/Tax Tracks Runways Using Etc All completion , Construction Of Granular Sub Base (Gsb) By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Etc All Comp , Diposal Of Earth Up To 3.00 Km Including Loading & Unloading But Excluding Stacking On Pucca Road Etc All Comp , Add 18% Gst
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
41.
Public Administrative Department #11466090 Price Bid
Tender for Dismentaling Of Interlocking Tiles Etc All Comp , Earth Work In Cutting In Ordinary Soil Lead 30 Mt & Lift 1.5 Mtincl Lab T&P Etc All , Earth Work In Ecxavation In Ordinary Soil Lead 30 Mt& Lift 1.5 Mtincl Lab T&P Etc All Comp , Laying Of Base Concrete 1:6:12 With Cement C.Sand & 40 Mm Brick Ballast Etc All Cmp , Laying , Spreading And Commpaction Of Local Screened Sand N Water Logged Location For Construction Of Road Embankment Including Etc All Comp , S/L/J Of 350 Mm Dia Reinforced Cement Concrete Hume/Sw Pipe With Standard Jointing Material Cement & Spun Yam In Mortar Of Cement @ C/Sand Including Etc All Comp , Class-150 Brick Work In 1:4 Cement & Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And Tools And Plants Etc All Comp , 12 Mm Thick Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Interior Plastering Up To Floor Two Level Including Etc All Comp , Construction Of Gsb Granular Sub Base By Providing Well Graded Material Spreding In Uniform Layers With Mortar Grader On Prepared Surface completion , Providing And Laying Of Rubber Moulded Interlocking Concrete Block With 80 Mm Thick Icbp ( 75% Gray & 25 % Red /Yellow Coloured) Etc All Cmp , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2 Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 ( 1 Cement:6 Aggregate) In Lintels Of Doors And Windows Etc All Comp , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work ( When Ot Include In Overall Rates) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work Etc All Comp , Supply And Fixing Of Inogaration Board Paidestal Etc All Comp , Construction Of Gully Pit As Per Design Of Knn Etc All Comp , Cartage Of Earth Up To 3 Km Including Loading & Unloading Etc All Comp , Add 18% Gst
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 9
Uttar Pradesh View Result →
43.
Public Administrative Department #11466088 Price Bid
Tender for Dismentaling Of Interlocking Tiles Etc All Comp , Dismantaling Brick Work Or Stone Work In Lime Or Cement Mortar And Including Stocking Of Materials As Directed Etc All Comp , Dismentaling Of Cement Concrete Etc All Comp , Earth Work In Ecxavation In Ordinary Soil Lead 30 Mt& Lift 1.5 Mtincl Lab T&P Etc All Comp , Laying Of Base Concrete 1:6:12 With Cement C.Sand & 40 Mm Brick Ballast Etc All Cmp , Class-150 Brick Work In 1:4 Cement & Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And Tools And Plants Etc All Comp , 12 Mm Thick Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Interior Plastering Up To Floor Two Level Including Etc All Comp , Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement In Position To The Required Line Level And Curvature Jointed With Cement Mortar Etc All Comp , Construction Of Gsb Granular Sub Base By Providing Well Graded Material Spreding In Uniform Layers With Mortar Grader On Prepared Surface completion , providing and laying Of 125 Micron Plastick Sheet Providing Over Sub Base Etc All Comp , Providing And Laying Design Mix Cement Of M-30 Grade In Road/Tak Tracks Runways Using Cement Etc All Comp , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2 Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 ( 1 Cement:6 Aggregate) In Lintels Of Doors And Windows Etc All Comp , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work ( When Ot Include In Overall Rates) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work Etc All Comp , Sale Of Material To Contractor Old Brick Etc All Comp , Sale Of Material To Contractor Brick Bats Etc All Comp , Supply And Fixing Of Inogaration Board Paidestal Etc All Comp , Construction Of Gully Pit As Per Design Of Knn Etc All Comp , Raising Or Manhole Chamber Etc All Comp , Construction Of M.H Chamber 0.60X0.60X1.20 Etc All Comp , Cartage Of Earth Up To 3 Km Including Loading & Unloading Etc All Comp , Add 18% Gst
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
Contract Date: Jul 03, 2026 Contract Value : 84,084
Government Departments No of Bidders 1
46.
Rural Development #11465706 AOC
Tender For 103. Shivare Pulachiwadi Road Tal Bhor - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 2 Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. 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 etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)(Non SCADA Item) 3 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 4 BASIC TEST OF AGGREGATE. 4)Flakiness Index & Elongation Index 5 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 6 Royalty For Murum at Site
Contract Date: Jul 06, 2026 Contract Value : 6.33 Lakh
Government Departments No of Bidders 6
Maharashtra View Result →
47.
Rural Development #11465704 AOC
Tender For 107.kusgaon dhangarwasti under road - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 2 Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. 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 etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)(Non SCADA Item) 3 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 4 BASIC TEST OF AGGREGATE. 4)Flakiness Index & Elongation Index 5 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 6 Royalty For Murum at Site
Contract Date: Jul 06, 2026 Contract Value : 6.15 Lakh
Government Departments No of Bidders 8
Maharashtra View Result →
48.
Rural Development #11465699 AOC
Tender For 112.Bhadas Gavadewadi Devekarwasti Road - 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 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 5 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Jul 06, 2026 Contract Value : 7.10 Lakh
Government Departments No of Bidders 6
Maharashtra View Result →
49.
Rural Development #11465698 AOC
Tender For 115.Mandede Under Road Tal Mulshi - 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 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 5 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 6 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Jul 06, 2026 Contract Value : 7.37 Lakh
Government Departments No of Bidders 5
Maharashtra View Result →
50.
Rural Development #11465697 AOC
Tender For 118. Pomgaon Mulapur Road Karane Tal Mulshi - 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 50m. and spreading for embankment or stacking as directed. 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. 3 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) 4 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 6 Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness forConcrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( NaturalSand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Costof Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete 10 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 11 BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. 12 CONCRETE. 1)Compressive Strength OF C.C. Cube (Set of 3 cubes). 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 Royalty For Soft Murum 15 Royalty For Hard Murum 16 Royalty For Murum at Site
Contract Date: Jul 06, 2026 Contract Value : 6.74 Lakh
Government Departments No of Bidders 7
Maharashtra View Result →
TenderDetail
Loading tenders