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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹37.6 L+₹2.5 L (7.00%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹38.9 L+₹3.7 L (10.6%)Admitted-Finance NO 9 6 203 1 G2 DURGA BHAVANI NAGAR CHAMPAPET HYDERABAD 500059 | HYDERABAD | TELANGANA | 500059 | L3 | Admitted-Finance | |
| 4 | L4₹39.0 L+₹3.8 L (10.8%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹39.1 L+₹4.0 L (11.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CHITRA ENGINEERING CORPORATION L8 | Indu Electricals L1 | M/s K Venkateswara Rao L9 | Anjana corporation L10 | CHAVA CONSTRUCTIONS AND ELECTRICAL PROJECTS L2 | SUN LIGHT HOUSE L11 | Richcon Engineers L4 | SRI SAI ENTERPRISES L7 | MARUTHI INTERNATIONAL L6 | sri vishnu enterprises L5 | M/S GDR CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in all kinds of soil by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge. | 174.96 | Cum | 668 ₹1,16,873.28 | 675 ₹1,18,098 | 688 ₹1,20,372.48 | 650 ₹1,13,724 | 675 ₹1,18,098 | 690 ₹1,20,722.4 | 601 ₹1,05,150.96 Lowest | 688 ₹1,20,372.48 | 650 ₹1,13,724 | 685 ₹1,19,847.6 | 640 ₹1,11,974.4 |
| 2.00 | Earth work in excavation in all kinds of soil by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift 1.5 m to 3.0m, as directed by engineer-in-charge. | 174.96 | Cum | 962 ₹1,68,311.52 | 1,000 ₹1,74,960 | 965 ₹1,68,836.4 | 1,133 ₹1,98,229.68 | 1,050 ₹1,83,708 | 995 ₹1,74,085.2 | 1,100 ₹1,92,456 | 966 ₹1,69,011.36 | 950 ₹1,66,212 Lowest | 960 ₹1,67,961.6 | 960 ₹1,67,961.6 |
| 3.00 | Earth work in excavation in all kinds of soil by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift 3.0 m to 4.5m, as directed by engineer-in-charge. | 110.81 | Cum | 2,242 ₹2,48,436.02 | 2,000 ₹2,21,620 Lowest | 2,255 ₹2,49,876.55 | 2,555 ₹2,83,119.55 | 2,150 ₹2,38,241.5 | 2,410 ₹2,67,052.1 | 2,500 ₹2,77,025 | 2,255 ₹2,49,876.55 | 2,200 ₹2,43,782 | 2,250 ₹2,49,322.5 | 2,100 ₹2,32,701 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 71.18 | Cum | 308 ₹21,923.44 | 250 ₹17,795 Lowest | 336 ₹23,916.48 | 333 ₹23,702.94 | 278 ₹19,788.04 | 338 ₹24,058.84 | 300 ₹21,354 | 333 ₹23,702.94 | 300 ₹21,354 | 330 ₹23,489.4 | 310 ₹22,065.8 |
| 5.00 | Removing excavated soil material upto 1.00 Km and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed. | 381.64 | Cum | 472 ₹1,80,134.08 | 400 ₹1,52,656 Lowest | 482 ₹1,83,950.48 | 555 ₹2,11,810.2 | 425 ₹1,62,197 | 492 ₹1,87,766.88 | 500 ₹1,90,820 | 469 ₹1,78,989.16 | 450 ₹1,71,738 | 465 ₹1,77,462.6 | 460 ₹1,75,554.4 |
| 6.00 | Supplying chemical emulsion (chlorpyriphos / lindane emulsifiable concentrate of 20%.) In sealed containers including delivery as specified. | 4.5 | Litre | 612 ₹2,754 | 500 ₹2,250 | 625 ₹2,812.5 | 333 ₹1,498.5 | 595 ₹2,677.5 | 668 ₹3,006 | 300 ₹1,350 Lowest | 615 ₹2,767.5 | 600 ₹2,700 | 610 ₹2,745 | 610 ₹2,745 |
| 7.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. | 38.8 | RM | 572 ₹22,193.6 | 600 ₹23,280 | 585 ₹22,698 | 666 ₹25,840.8 | 575 ₹22,310 | 595 ₹23,086 | 650 ₹25,220 | 559 ₹21,689.2 | 550 ₹21,340 | 555 ₹21,534 | 540 ₹20,952 Lowest |
| 8.00 | Waterproofing treatment for Raft
Supply & Application of Fosroc membrane HDPE-P:
Supplying and installing waterproofing treatment by using 1.2mm thick fullybonded pre applied HDPE using Fosroc Membrane HDPE-P with a film of pressure sensitive adhesive and allows poured concrete to bond fully with the membrane on
Raft Slab/Stitch Slab/footing/Grade slab as shown in drawing. The waterproofing membrane shall comply with BS 8102 - 2009 for grades 1, 2 and 3 and Indian Standard 16471 : 2017 for Protection of structures against water from the Ground.
Waterproofing membrane shall be supplied with side overlaps of 75mm provided on the self adhesive selvedge and end laps using HDPE P Sealed tape of 100mm wide.
Membrane shall be installed in strict accordance with the manufacturer’s instructions with and shall provide an intimate bond to resist water migration. The fully bonded HDPE membrane is loosely-laid on the PCC before casting of the RCC raft slab / Footings/Stitch Slab/as shown in drawings or wherever applicable etc. The membrane waterproofing shall taken to the height of grade slab concrete in aid of shuttering sheets or block work over and above lapping with Retaining wall | 126.88 | Sqm | 672 ₹85,263.36 | 600 ₹76,128 | 725 ₹91,988 | 700 ₹88,816 | 625 ₹79,300 | 691 ₹87,674.08 | 575 ₹72,956 Lowest | 669 ₹84,882.72 | 650 ₹82,472 | 665 ₹84,375.2 | 660 ₹83,740.8 |
| 8.01waterproofing system. The fully bonded Pre applied HDPE sheet waterproofing membrane shall have following typical properties : 1) Membrane thickness : 1.2mm 2) Bare HDPE film thickness : 0.9mm 3) Tensile strength (film) : >27 Mpa (ASTM D412) 4) Elongation >500% 5) Peel adhesion to concrete: > 1500N/m (ASTM D 903 Modified) 6) Puncture Resistance: >1000N + 5% (as per ASTM E154) 7) Resistance to hydrostatic pressure : >70m (ASTM D751-06) 8) Low temperature flexibility : <-25°C, no crack 9) Linear Dimensional change : 0.1% (ASTM D1204) 10) UV Exposure test 45 day : No change (ASTM G153) 11) Lap joint strength : 1500 N/m (ASTM D1876) Membrane Installation – Vertical Raft application | ||||||||||||||
| 8.02•The Fosroc membrane HDPE-P Membrane shall be terminated over the outer surface of the vertical wall of the Raft by cutting a groove of 10mmX10mm themembrane will be fixed inside the groove by then will be sealed by Cementitious micro concrete Renderoc RG/Polymer modified mortar Renderoc SP40. • End joints and cut edges –The HDPE-P Membrane shall be terminated over the outer surface of the vertical wall of the Raft by cutting a groove of 10mmX10mm the membrane will be fix inside the groove by aluminium strip and then will be sealed by Epoxy mortar Nitomortar S. Place the consecutive membrane (SBS Membrane) edge on the HDPE-P membrane by providing a overlap of 150 mm and rolled out properly. The item rate shall include base preparation which include wire- brushing the Concrete/Masonry surface & cleaning with air jet, treating all constructive solutions joints, cracks, honeycombs on the RCC members as per manufactures specification and approved methodology. Item rate also include cost of all materials, miscellaneous consumables, labours, transportation of material to all required locations by approved means, Curing, tools, plant and machinery, hire and fuel charges and all other incidental charges etc. Make: FOSROC/Pidilite/Berger or equivalent. | ||||||||||||||
Tender Value
₹32 L
EMD Value
₹64,000
Closing Date
13 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE(I) R AND D RCI, HYDERABAD
GE(I) RND RCI, MILITARY ENGINEER SERVICES, VIGNYANAKANCHA, RCI, HYDERABAD
CONSTRUCTION OF RCC PIT FOR HYDROCLAVE VESSEL EQUIPMENT FOR HYDROCLAVE FACILITY AT COMPOSITE PRODUCT DEVELOPMENT CENTRE ASL HYDERABAD
2026_MES_789579_1
8502
Open Tender
Civil Works
Item Wise
45 days
GE(I) R AND D RCI
MES enlisted Class D category a i Un enlisted Meeting enlistment criteria of D class in MES and having no recovery pending. For further details ref NIT
8 documents required · 8 mandatory
₹500
Yes
GE(I) R AND D RCI, HYDERABAD
₹64,000
Yes
17 Oct 2026
16 Sept 2026
15 Oct 2026
16 Sept 2026
13 Oct 2026
6 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in all kinds of soil by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge. | 174.96 | Cum | - | - |
| 2 | Earth work in excavation in all kinds of soil by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift 1.5 m to 3.0m, as directed by engineer-in-charge. | 174.96 | Cum | - | - |
| 3 | Earth work in excavation in all kinds of soil by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift 3.0 m to 4.5m, as directed by engineer-in-charge. | 110.81 | Cum | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 71.18 | Cum | - | - |
| 5 | Removing excavated soil material upto 1.00 Km and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed. | 381.64 | Cum | - | - |
| 6 | Supplying chemical emulsion (chlorpyriphos / lindane emulsifiable concentrate of 20%.) In sealed containers including delivery as specified. | 4.5 | Litre | - | - |
| 7 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. | 38.8 | RM | - | - |
| 8 | Waterproofing treatment for Raft:-
Supply & Application of membrane HDPE-P:
Supplying and installing waterproofing treatment by using 1.2mm thick fully bonded pre applied HDPE Membrane HDPE-P with a film of pressure sensitive adhesive and allows poured concrete to bond fully with the membrane on Raft Slab/Stitch Slab/footing/Grade slab as shown in drawing. The waterproofing membrane shall comply with BS 8102 - 2009 for grades 1, 2 and 3 and Indian Standard 16471 : 2017 for Protection of structures against water from the Ground. | 126.88 | Sqm | - | - |
| 9 | Waterproofing treatment Retaining Wall:-
Proofex primer Tack coat to be applied on the RCC surface to fill the pores so as to create an anchor for Proofex 3000V, should then be fixed on the cleaned vertical surface starting from bottom to top. Supply & applying 1.5mm thick High performance SBS modified self-adhesive waterproofing membrane with cross laminated HDPE film for retaining wall should be laid in accordance with the provisions of BS 8102: 1990. Material should comply with EN 13707:2004 and EN13969:2004. | 128.04 | Sqm | - | - |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 11.24 | Cum | - | - |
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