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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 CrAccepted-AOC D NO 58 21 50 BUTCHIRAJUPALEM VISAKHAPATNAM 530 027 | VISAKHAPATANAM | ANDHRA PRADESH | 530027 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹14.4 Cr+₹87.3 L (6.44%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹14.6 Cr+₹1.0 Cr (7.38%)Rejected-Finance 4 195 38 PARAMESHWARA NILAYA MARAKADA KUNJATHBAIL DAKSHINA KANNADA KARNATAKA 575014 UDYAM KR 11 0021217 | DAKSHINA KANNADA | KARNATAKA | 575014 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹14.7 Cr+₹1.1 Cr (8.08%)Rejected-Finance PLOT NO 178 A MLA COLONY ROAD NO 12 BANJARA HILLS HYDERABAD 500 034 | HYDERABAD | TELANGANA | 500034 | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹15.4 Cr+₹1.8 Cr (13.6%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | R. Wadhumal and Sons L2 | GOVARDHAN AND COMPANY L3 | Sri Raghava Constructions Ltd L6 | Sukhdevraj Sharma Engineers & Contractors Pvt Ltd L7 | PJR PROJECT CONSTRUCTIONS PRIVATE LIMITED L1 | SRICO PROJECTS PVT LTD L4 | HTE INFRA LLP L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Lump sum price worked out by the Contractor for “BUILDING AND STRUCTURES, " as listed in Schedule ‘A’ Part - I :- | ||||||||||
| 1.01 | Construction of Directorate of Reliability and Quality Assurance Building in RCC framed structure, G+2 storey with all fitting and fixtures complete all as shown on drawings and as specified. | 1 | EACH BLOCK | 9,05,00,000 ₹9,05,00,000 | 9,50,00,000 ₹9,50,00,000 | 10,35,00,000 ₹10,35,00,000 | 9,90,90,999 ₹9,90,90,999 | 7,72,00,000 ₹7,72,00,000 Lowest | 7,86,00,000 ₹7,86,00,000 | 9,90,00,000 ₹9,90,00,000 |
| 1.02 | Construction of Pump Huse building in RCC framed structure with all fittings and fixtures complete all as shown on drawings and as specified. | 1 | EACH BLOCK | 35,00,000 ₹35,00,000 | 29,25,000 ₹29,25,000 | 33,30,000 ₹33,30,000 | 21,60,000 ₹21,60,000 Lowest | 39,31,280 ₹39,31,280 | 45,00,000 ₹45,00,000 | 30,00,000 ₹30,00,000 |
| 1.03 | Construction of Under Ground Sump of capacity 50000 litres complete all as shown on drawings and specified. | 1 | EACH | 6,00,000 ₹6,00,000 Lowest | 12,50,000 ₹12,50,000 | 9,90,000 ₹9,90,000 | 15,30,000 ₹15,30,000 | 6,00,000 ₹6,00,000 Lowest | 25,00,000 ₹25,00,000 | 11,40,000 ₹11,40,000 |
| 1.04 | Construction of septic tank 100 users designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, brick masonry walls manhole openings with cover connection etc complete as shown in drawings and as specified. | 1 | EACH | 6,50,000 ₹6,50,000 Lowest | 13,50,000 ₹13,50,000 | 9,45,000 ₹9,45,000 | 8,10,000 ₹8,10,000 | 7,46,350 ₹7,46,350 | 10,00,000 ₹10,00,000 | 11,00,000 ₹11,00,000 |
| 1.05 | Construction of soakage walls of size 2.40m dia and 3.0m effective depth with excavation, in any type of soil, foundation in PCC 1:3:6 walls of honey combined masonry with too ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonry in CM, RCC cover slab in M-25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats complete all as specified and directed. | 2 | EACH | 1,55,000 ₹3,10,000 | 2,50,000 ₹5,00,000 | 1,35,000 ₹2,70,000 Lowest | 6,30,000 ₹12,60,000 | 4,74,950 ₹9,49,900 | 1,50,000 ₹3,00,000 | 1,50,000 ₹3,00,000 |
| 2.00 | Lump sum price worked out by the Contractor for “SITE CLEARANCE, EARTH WORK EXCAVATION AND DEVELOPMENT " as listed in Schedule ‘A’ Part - II representing __________ % _____________ percent Above / Below the lump sum price of `44,12,792.89 inserted by the MES in Schedule ‘A’ Part - II | 1 | LUMP SUM | 37,06,746.03 ₹37,06,746.03 | 35,25,000 ₹35,25,000 | 40,15,641.52 ₹40,15,641.52 | 52,07,095.61 ₹52,07,095.61 | 44,12,792.89 ₹44,12,792.89 | 45,00,000 ₹45,00,000 | 34,00,000 ₹34,00,000 Lowest |
| 3.00 | Lump sum price worked out by the Contractor for “ROAD / HARDSTANDING ” as listed in Schedule ‘A’ Part - III representing ________ % ____________ percent Above / Below the lump sum price of ₹72,55,611.15 inserted by the MES in Schedule ‘A’ Part - III | 1 | LUMP SUM | 84,16,508.93 ₹84,16,508.93 | 69,00,000 ₹69,00,000 | 59,49,601.14 ₹59,49,601.14 Lowest | 77,78,015.15 ₹77,78,015.15 | 72,55,611.15 ₹72,55,611.15 | 75,00,000 ₹75,00,000 | 72,55,611.15 ₹72,55,611.15 |
| 4.00 | Lump sum price worked out by the Contractor for “SEWAGE DISPOSAL” as listed in Schedule ‘A’ Part - IV representing ________ % ____________ percent Above / Below the lump sum price of ₹4,27,847.43 inserted by the MES in Schedule ‘A’ Part - IV | 1 | LUMP SUM | 5,73,315.56 ₹5,73,315.56 | 4,58,707 ₹4,58,707 | 3,50,834.89 ₹3,50,834.89 Lowest | 4,58,652.44 ₹4,58,652.44 | 4,27,847.43 ₹4,27,847.43 | 5,00,000 ₹5,00,000 | 4,10,000 ₹4,10,000 |
| 5.00 | Lump sum price worked out by the Contractor for “AREA DRAINAGE” as listed in Schedule ‘A’ Part - V representing __________ % _________________ percent Above / Below the lump sum price of ₹26,16,533.75 inserted by the MES in Schedule ‘A’ Part - V | 1 | LUMP SUM | 21,97,888.35 ₹21,97,888.35 Lowest | 27,47,360 ₹27,47,360 | 23,81,045.71 ₹23,81,045.71 | 28,04,924.18 ₹28,04,924.18 | 26,16,533.75 ₹26,16,533.75 | 26,50,000 ₹26,50,000 | 22,10,000 ₹22,10,000 |
Tender Value
₹16.5 Cr
EMD Value
₹11.5 L
Closing Date
3 Nov 2025, 6:00 pmClosed
CHIEF ENGINEER RND SECUNDERABAD
CHIEF ENGINEER RND SECUNDERABAD PICKET OPP JUBILEE BUS STATION SECUNDERABD 500003
PROVISION OF CIVIL FACILITY INFRASTRUCTURE FOR DIRECTORATE OF RELIABILITY AND QUALITY ASSURANCE DR AND QA DRDL UNDER GE I RND KANCHANBAGH HYDERABAD
2025_MES_732146_1
84041
Open Tender
Civil Works
Lump-sum
600 days
KANCHANBAGH HYDERABAD
Class SS
category a(i)
8 documents required · 8 mandatory
₹3,000
GARRISON ENGINEER I RND KANCHANBAGH
₹11.5 L
Yes
12 Feb 2026
22 Sept 2025
5 Nov 2025
22 Sept 2025
3 Nov 2025
27 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Lump sum price worked out by the Contractor for “BUILDING AND STRUCTURES, " as listed in Schedule ‘A’ Part - I :- | |||||
| 1.01 | Construction of Directorate of Reliability and Quality Assurance Building in RCC framed structure, G+2 storey with all fitting and fixtures complete all as shown on drawings and as specified. | 1 | EACH BLOCK | - | - |
| 1.02 | Construction of Pump Huse building in RCC framed structure with all fittings and fixtures complete all as shown on drawings and as specified. | 1 | EACH BLOCK | - | - |
| 1.03 | Construction of Under Ground Sump of capacity 50000 litres complete all as shown on drawings and specified. | 1 | EACH | - | - |
| 1.04 | Construction of septic tank 100 users designed to carry sewage and sultage water, excavation in any type of soil, PCC 1:4:8 below foundation, Rcdesign mix in walls, base slab including beams etc with vent shaft, manhole openings with cover connection etc complete with effective depth of 3 meter foretc complete all as specified and directed. | 1 | EACH | - | - |
| 1.05 | Construction of soakage walls of size 2.40m dia and 3.0m effective depth with excavation, in any type of soil, foundation in PCC 1:3:6 walls of honey combined masonry with too ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonry in CM, RCC cover slab in M-25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats complete all as specified and directed. | 2 | EACH | - | - |
| - | Lump sum price worked out by the Contractor for “SITE CLEARANCE, EARTH WORK EXCAVATION AND DEVELOPMENT " as listed in Schedule ‘A’ Part - II representing __________ % ________________ percent Above / Below the lump sum price of `14,02,975.34 inserted by the MES in Schedule ‘A’ Part - II | 1 | JOB | 14,02,975.34 | ₹14,02,975.34 |
| 3 | Lump sum price worked out by the Contractor for “ROAD / HARDSTANDING ” as listed in Schedule ‘A’ Part - III representing ________ % ____________ percent Above / Below the lump sum price of ₹73,04,810.35 inserted by the MES in Schedule ‘A’ Part - III | 1 | JOB | 73,04,810.35 | ₹73,04,810.35 |
| 4 | Lump sum price worked out by the Contractor for “SEWAGE DISPOSAL” as listed in Schedule ‘A’ Part - IV representing ________ % ____________ percent Above / Below the lump sum price of ₹4,27,847.43 inserted by the MES in Schedule ‘A’ Part - IV | 1 | JOB | 4,27,847.43 | ₹4,27,847.43 |
| 5 | Lump sum price worked out by the Contractor for “AREA DRAINAGE” as listed in Schedule ‘A’ Part - V representing __________ % _________________ percent Above / Below the lump sum price of ₹26,16,533.75 inserted by the MES in Schedule ‘A’ Part - V | 1 | JOB | 26,16,533.75 | ₹26,16,533.75 |
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