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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-Finance | ₹7.4 L | L1 | Accepted-Finance Low Rate |
| 2 | L2₹7.4 L+₹7,354.91 (1.00%)Rejected-Finance | ₹7.4 L+₹7,354.91 (1.00%) | L2 | Rejected-Finance High Rate |
| 3 | L3₹7.5 L+₹14,709.82 (2.00%)Rejected-Finance | ₹7.5 L+₹14,709.82 (2.00%) | L3 | Rejected-Finance High Rate |
Tender Value
Refer Docs
EMD Value
₹7,354
Closing Date
16 Jul 2026, 5:00 pmClosed
Archana Kiran Gurav
At Post Morgiri Tal Patan
CONSTRUCTION OF RCC GUTTER at MORGIRI BAUDDHWASTI TAL PATAN ANUSUCHIT JATI GHATAK KARYAKRAM
2026_SATAR_1316655_1
GPMORGR/ET/1/2025/2026
Open Tender
Civil Works
Percentage
At MORGIRI BAUDDHWASTI TAL PATAN
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹7,354
18 Jul 2026
10 Jul 2026
17 Jul 2026
10 Jul 2026
16 Jul 2026
10 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Manual Means
Item / Page No : 1 / 153
Specification No : Bd.A.1
Spec. Page No : 259 | - | Cubic Metre | 1 | - |
| 2Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 450 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND). Item / Page No : 8 / 81 Specification No : CD.7 Spec. Page No : 162 | |||||
| 3 | Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) (using ARTIFICIAL SAND).
Item / Page No : 1 / 175
Specification No : Bd.E.1
Spec. Page No : 287-288
Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | 1 | Cubic Metre | - | - |
| 4 | Providing and laying Cast in situ / Ready mix cement concrete M-20 of trap / granite / quartzite / gneiss metal for steps including steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 6 / 175
Specification No : Bd.E.2, B-7
Spec. Page No : 288, 38-40
Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | - | Cubic Metre | 1 | - |
| 5 | Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete. (For Ground Floor)
Item / Page No : 33 / 188
Specification No : Bd.F.17
Spec. Page No : 306 | 1 | Metric Ton | 1 | ₹1 |
| 6 | Providing and laying rough Shahabad stone flooring 25 milimetre to 30 milimetre thick and of required width in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 1 / 213
Specification No : BD.M.1
Spec. Page No : 379
Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | - | Square Metre | 1 | - |
| 7.01 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.
Item / Page No : 4 / 0
Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it. 2. Above / below percentage quoted by the contractor will not be applicable for this item.Compressive Strength of Cement Concrete Cube
1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre | - | Number | - | - |
| 8 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge
Item / Page No : 36 / 60
Specification No : MoRTH-801
Spec. Page No : ---
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. | - | Number | 1 | - |
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