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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.0 LAccepted-Finance | ₹16.0 L | 1 | Accepted-Finance low bid |
| 2 | 2₹16.1 LRejected-Finance | ₹16.1 L | 2 | Rejected-Finance high bid |
| 3 | 3₹16.4 LRejected-Finance | ₹16.4 L | 3 | Rejected-Finance highest bid |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
16 Apr 2026, 4:00 pmClosed
BDO OFFICER AND DY.ENGINEER
PANCHAYAT SAMITI PATAN
CONSTRUCTION OF ROAD AT BHIKARDI
2026_SATAR_1293520_1
PSPTN/ET/VI/24/2025/26
Open Tender
Civil Works
270 days
BHIKARDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹20,000
Yes
7 May 2026
8 Apr 2026
17 Apr 2026
8 Apr 2026
16 Apr 2026
8 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 2 | Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete.
Item / Page No : 40 / 157
Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge. | - | Cubic Metre | 1 | - | BI01010001010000000000000515BI0100001113 |
| 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. | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001114 |
| 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) (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 | - | BI01010001010000000000000515BI0100001115 |
| 6 | 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. | - | Job | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | 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 | - | BI01010001010000000000000515BI0100001118 |
| 8 | 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 off unsuitable or excess stuff as directed all sorts of soils.
Item / Page No : 18 / 24
Specification No : MORTH-301, 309
Spec. Page No : 45-53, 85-89 | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-B (11.2 milimetre Aggregate)
Item / Page No : 19 / 29
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21 | - | Cubic Metre | 1 | - | BI01010001010000000000000515BI0100001120 |
| 10 | 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 material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate)
Item / Page No : 20 / 29
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21 | - | Cubic Metre | 1 | - | BI01010001010000000000000515BI0100001121 |
| 11 | Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of Specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete, including applying tack coat of bitumen of specified grade at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)
Item / Page No : 38a / 32
Specification No : IRC-SP-20
Spec. Page No : 215 | - | Square Metre | 1 | - | BI01010001010000000000000515BI0100001122 |
| 12 | Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant without Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface)
Item / Page No : 12 / 36
Specification No : MORTH-501, 510, 511, 902, 903, 112
Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21 | - | Square Metre | - | - | BI01010001010000000000000515BI0100001123 |
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