Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.5 LAccepted-AOC | L1 | Accepted-AOC TENDER FOUND LOWEST, HENCE TENDER ACCEPTED | |
| 2 | L2₹29.4 L+₹2.1 L (7.82%)Rejected-AOC | L2 | Rejected-AOC not lowest | |
| 3 | L3₹32.0 L+₹4.7 L (17.2%)Rejected-AOC | L3 | Rejected-AOC not lowest | |
| 4 | L4₹34.3 L+₹7.0 L (25.6%)Rejected-AOC | L4 | Rejected-AOC not lowest | |
| 5 | L5₹35.2 L+₹7.9 L (28.9%)Rejected-AOC | L5 | Rejected-AOC not lowest |
| Sl No | Description | Qty | Unit | M/S DIVIJA BUILDERS L2 | RAGHAVENDRA CONSTRUCTIONS L1 | M/s GM Constructions L4 | D NAGESWAR REDDY L5 | VACON INFRASTRUCTURES L6 | SRI BHAVANI ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches notexceeding 1.50 mtr wide and not exceeding 1.5 mtr depth for foundation or manholes etc., and area n.exc. 10 Sq.m on plan and getting out in hard/dense soil all as specified and directed.etc and getting out hard/dense soil complete all as specified and directed. | 550 | Cum | 306 ₹1,68,300 | 255 ₹1,40,250 | 360 ₹1,98,000 | 180 ₹99,000 Lowest | 500 ₹2,75,000 | 210 ₹1,15,500 |
| 2.00 | Excavation in trenches n.exc. 1.5 m wide and exc. 1.5 m and n. exc. 3.0 m in depth for foundation or manholes etc., and area n.exc. 10 Sq.m on plan and getting out in hard/dense soil complete all as specified and directed. | 68.8 | Cum | 325 ₹22,360 | 265 ₹18,232 | 405 ₹27,864 | 200 ₹13,760 Lowest | 600 ₹41,280 | 255 ₹17,544 |
| 3.00 | M&L for demolition and breaking up Existing 150mm dia Drain pipes SGSW/RCC pipes set in cement morter and concrete bed and taking out of trenches if required etc, complete all as specifed and directed. | 400 | Rm | 6 ₹2,400 Lowest | 10 ₹4,000 | 18 ₹7,200 | 10 ₹4,000 | 7 ₹2,800 | 60 ₹24,000 |
| 4.00 | M&L for demolition and breaking up Existing 200mm dia Drain pipes SGSW/RCC pipes set in cement morter and concrete bed and taking out of trenches if required etc, complete all as specifed and directed. | 200 | Rm | 8 ₹1,600 Lowest | 15 ₹3,000 | 18 ₹3,600 | 20 ₹4,000 | 8 ₹1,600 Lowest | 70 ₹14,000 |
| 5.00 | Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and directed. | 478.36 | Cum | 60 ₹28,701.6 | 45 ₹21,526.2 | 126 ₹60,273.36 | 100 ₹47,836 | 25 ₹11,959 Lowest | 110 ₹52,619.6 |
| 6.00 | Removing the excavated soil to a distance exc 50.0 m and n.exc 100m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. | 185.64 | Cum | 75 ₹13,923 | 65 ₹12,066.6 Lowest | 207 ₹38,427.48 | 100 ₹18,564 | 100 ₹18,564 | 250 ₹46,410 |
| 7.00 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stine aggregate) 150 mm dia drain pipe complete all as specified and directed. | 400 | Rm | 120 ₹48,000 | 115 ₹46,000 | 189 ₹75,600 | 350 ₹1,40,000 | 95 ₹38,000 Lowest | 120 ₹48,000 |
| 8.00 | M&L Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stine aggregate) 200 mm dia drain pipe complete all as specified and directed. | 200 | Rm | 140 ₹28,000 | 115 ₹23,000 | 243 ₹48,600 | 400 ₹80,000 | 105 ₹21,000 Lowest | 140 ₹28,000 |
| 9.00 | M&L for SWG drain pipe grade 'A' of 150 mm internal dia laid in trenches and jointed in cement mortar 1:1 complete all as specified and directed. | 400 | RM | 205 ₹82,000 Lowest | 265 ₹1,06,000 | 405 ₹1,62,000 | 280 ₹1,12,000 | 300 ₹1,20,000 | 350 ₹1,40,000 |
| 10.00 | M&L for SWG drain pipe grade 'A' of 200 mm internal dia laid in trenches and jointed in cement mortar 1:1 complete all as specified and directed. | 200 | RM | 250 ₹50,000 Lowest | 320 ₹64,000 | 504 ₹1,00,800 | 350 ₹70,000 | 400 ₹80,000 | 385 ₹77,000 |
Tender Value
₹43.6 L
EMD Value
₹87,500
Closing Date
25 Dec 2025, 6:00 pmClosed
MASUD ALI, IDSE, GE (South) Secunderabad
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD PIN - 500003
SPECIAL REPAIR TO SEWAGE LINE AND STROM WATER DRAINAGE AT NCC DIRECTORATE (AP AND T) UNDER AGE BR II OF GE (SOUTH) SECUNDERABAD.
2025_MES_743452_1
GE(S)/SEC/TOKEN-89 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
GE SOUTH, MUDFORT, SECUNDERABAD
For Enlisted contractors class D and above category a (ii) and for unenlisted contractors meeting the eligibility criteria of above class and category for along eligible class with EMD
6 documents required · 6 mandatory
₹500
GE SOUTH, MUDFORT, SECUNDERABAD
₹87,500
Yes
3 Feb 2026
6 Dec 2025
29 Dec 2025
6 Dec 2025
25 Dec 2025
20 Dec 2025
6 Dec 2025 - 19 Dec 2025
Amount
Excavation in trenches notexceeding 1.50 mtr wide and not exceeding 1.5 mtr depth for foundation or manholes etc., and area n.exc. 10 Sq.m on plan and getting out in hard/dense soil all as specified and directed.etc and getting out hard/dense soil complete all as specified and directed.
Excavation in trenches n.exc. 1.5 m wide and exc. 1.5 m and n. exc. 3.0 m in depth for foundation or manholes etc., and area n.exc. 10 Sq.m on plan and getting out in hard/dense soil complete all as specified and directed.
M&L for demolition and breaking up Existing 150mm dia Drain pipes SGSW/RCC pipes set in cement morter and concrete bed and taking out of trenches if required etc, complete all as specifed and directed.
M&L for demolition and breaking up Existing 200mm dia Drain pipes SGSW/RCC pipes set in cement morter and concrete bed and taking out of trenches if required etc, complete all as specifed and directed.
Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and directed.
Removing the excavated soil to a distance exc 50.0 m and n.exc 100m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stine aggregate) 150 mm dia drain pipe complete all as specified and directed.
M&L Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stine aggregate) 200 mm dia drain pipe complete all as specified and directed.
M&L for SWG drain pipe grade 'A' of 150 mm internal dia laid in trenches and jointed in cement mortar 1:1 complete all as specified and directed.
M&L for SWG drain pipe grade 'A' of 200 mm internal dia laid in trenches and jointed in cement mortar 1:1 complete all as specified and directed.
M&L PCC 1:2:4, type B2 (using 40 mm graded crushed stone aggregated) as in surface chanel and in benching to manholes.complete all as specified and directed.
Demolition of brick/stone masonry work built in cement mortar including all quions, arches, pillars etc complete all as specified and as directed.
M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 as in drain etc. complete all as specified and directed
M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed.
M&Lfor Precast reinforced cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregate ) for manhole cover septic tank covers slabs etc including necessary form work and set in CM (1:4) complete all as specified and directed. Note:- Reinforcement will be measured and paid seperatel
S&F TMT bars 10 mm dia and over for reinforcement etc, cut to length, bent to shape required including cranking, bending sprially for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified & directed.
S&F TMT bars 6mm to 8mm dia and over for reinforcement etc, cut to length, bent to shape required including cranking, bending sprially for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified & directed.
Supply only intergral water proofing compound complete all as specified and directed.
M&L for rendering 15mm thick in CM 1:4mixed with WPC @3% of weight of cement used or as per manufacturers instruction on brick/concrete surface finished even and fair without using extra cement complete all as specified and as directed. Note:-(WPC will be meausred and paid separately under relavant item)
Cleaning of Sewage line of 100mm bore including manholes, gully traps, grease traps etc. upto 1.5 m deep by removing all filtn/silt, foreign materials and other deposits whatsoever completely and making the line free from all obstacles and testing the flow of sewer line evenly, smoothly by filling water. The cleaning operation will be carried out in suitable lengths by blocking the first and last manholes of sewage line and removing the silt/sludge & other deposits out side of MD land in covered van/trolley and sprinkiling bleaching powder inadequate quantity over surrounding area complete all as specified and as directed.
All as per description of serial item No. 20.00 here-in-before but sewage line of 150 mm bore and depth of sewage line upto 3.00m complete all as specified and as directed.
All as per description of serial item No. 20.00 here-in-before but sewage line of 200 mm bore and depth of sewage line upto 3.00m complete all as specified and as directed.
Cleaning of manholes depth upto 1.5 mtr by removing all silt, sludge, any other materials making clean and flushing with water complete incuding removal of spoils out side MD land and taken out cover slab and reset in the same position after cleaning and testing complete all as specified and as directed. cleaning shall be done either manually or mechanically as required complete all as specified and as directed.
All as per description of serial item No. 23.00 here-in-before but depth exceeding 1.5 m and not exc 3 m deep complete all as specified and as directed.
Cutting into existing manholes for removing existing branch drain, making good to walling and rendering, cutting out branch channel, and making good benchings for internal dia of pipe 150 mm complete all as specified and as directed.
Cutting into existing manholes for removing existing branch drain, making good to walling and rendering, cutting out branch channel, and making good benchings for internal dia of pipe 200 mm complete all as specified and as directed.
Taking down cement plastering on brick/stone wall etc including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed.
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches/wall, if required 100/110 mm dia complete all as specified and as directed.
Dismantling old PVC (SWR) pipes any length any dia complete all as specified and as directed.
S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls, bore of the pipe 110 mm.complete all as specified and as directed.
S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls, bore of the pipe 75 mm.complete all as specified and as directed.
Dismantling old PVC (SWR) bends, junctiosns, T, Vet cowl, floor trap etc any any type any dia complete all as specified and as directed.
S&F PVC(SWR) bends any radius 75 mm bore provided with access door.complete all as specified and as directed.
S&F PVC(SWR) bends any radius 110 mm bore provided with access door.complete all as specified and as directed.
S&F PVC(SWR) junction double, (double T), equal or unequal. 110 mm bore without access door .complete all as specified and as directed.
S&F PVC(SWR) junction double,(double T),equal or unequal. 110 mm bore provided with access door.complete all as specified and as directed.
S & F 110mm dia PVC (SWR) vent cowl.complete all as specified and as directed.
S & F 75 mm dia PVC (SWR) vent cowl.complete all as specified and as directed.
S & F PVC (SWR) floor trap, plain with grating including jointing with solvent cement, 75mm dia of outlet
S & F PVC (SWR) gully trap I25/110 mm, setting and jointing wilh solvent cement complete all as specified and directed.
Mechanically pumping out sewage water from Septic tanks/sump well where required and as directed with taking precautionary measurer including tools & plants as required and removing to place out side MD land from the site complete(working in foul condition) complete all as specified and as directed.
Cleaning and de-sludging of existing septic tanks/ deep manholes up to 3 metre deep including taking out sludge in any form alongwith all other foreign materials by mechanical equipment or manually or by way of any other suitable means including removal of sludge and other foreign materials out side the MD land by any means complete(working in foul condition) complete all as specified and as directed.
Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated any kind of soil and disposal of surplus excavated any kind of soil as directed, within a lead of 50 m complete all as specified and directed
Demolition of cement concrete of any description and in any position not otherwise provided for including removing the same where directed complete all as specified and as directed.
M&L PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
M&L for PCC (1:2:4 ) Type B1 using 20mm graded crushed stone aggregate as in copings, including necessary form work complete all as specified and as directed.
M&L for Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc.complete all as specified and as directed.
Demolition of re-inforced cement concrete of any description and in any position not otherwise provided for including removing the same where directed complete all as specified and as directed.
M&L for Pre-cast reinforced cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) for manhole cover, septic tank covers slabs etc including necessary formwork and set in CM (1:4) complete all as specified & directed.
M&L for Walling of squared rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement lmortar 1:6.complete all as specified and as directed.
M&L for rendering 15mm thick in M 1:4 on stone masonary surfaces finished even and fair complete all as specified and directed.
M/S DIVIJA BUILDERS (BID ID -3512384)
SRI BHAVANI ENTERPRISES (BID ID -3512803)
M/s GM Constructions (BID ID -3513517)
D NAGESWAR REDDY (BID ID -3512260)
VACON INFRASTRUCTURES (BID ID -3513541)
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.28 MB
BOQ_832464.xls
BOQ • 0.31 MB
8885tenderdocuments.pdf
Tender Documents • 2.28 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .